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Home My WebLink About2720 LOKER AVE W; ; 86-641-A; Permit~ t' I t U) z 0 ~ -~ ~ frl 0 II:· • • ' et O I ·l)er,eby ·affirm that I am ·ncensed under .I' 0. : , provisions of Chapter 9 (commencing with ~-__ • Section 7000)' of Division 3 of, the ·Business 1-..•• ,s&nd Professions Code, and my J19ense Is In I. ~ full fo'rce and e,ffe~t. f, ur · · I -hereby affirm ·that I am exempt froni the Contrac-· l tor's' license taw for the following reason (Sec', 7031.5 I ~u~iness arid ~rofessio,ns,Code: Any ,ity or county,w~ich re· , qu1res--a -per1111t to conslruct, aller, improve, demolish, or, I repair.any structure, prior to its Issuance also requires the ap~ pllcant for such •permit' to·f1le•a siAned statement that he 1s 1-licensed pursuant to the provisions of the contractor's . License Law (Chapter 9 commencing with Section 7000 of , f Division 3 of the Business and Professions Code) or that is ex-' empt therefrom and the basis for the'allegetl'exerriptiofr, Any r violation ol Sectlon:703l ,5·by an applicant ior a permit sub-.Jeers the applicant 10 a civil penaliy ol•not more than five hun-'~-dre~ dollars ($500)'. I , , .. , 1: f I, ,as owner of,the property, or my _employees with wages (' ffi'' .. 'as 'their sole,co/nperisation, 'Will do' the work, and the struc-l 9 ~~; ~r~~~~~~~d~~d~,'0'.{r;i~~1(:d~o)~s"ti!i!! \~;i~~:~ I 'S , not apply tp an owner. o/ propecty who builcfs.or lmproves f .. ' thereon and who does such:work himself or through ~is own , a: employees, prov1deH that such improvements-are not mtend-f w ed' or offered for sale'. 'If, 'however; the building or improve-• z merit i_s sold,withiJi pne',ye?r,of completion,_ ihe owner-bu1ld~r I 3: . will.have the.burden of.proving that.he did.not bmld or 1m-. I 0 prove for, the purpose of sale). } ., I• ·1 D I, as. owner of the property, ·afll exclusively ,contracting .With licensed contractors to construct the.project (Sec. 7044, • •Business and Professions Code; lhe Contractor's• License ' Law does riot apply-to an-owner of,property who builds or 1m' · , proves' thereon, and who contracts for each projects With a " confractor(stlice]ise pursuant to the Contractor's License . ,Law), · .. :. Q ~~·~ homeowner I am improving my home, and the to1iow-lng conditions exist: · , • ' 1. The·work is being performed·p(ior to sale. · 2, I have lived. in my home for twelve ·. months . prior to completion of this.y,ork. , . 3. I have ·not claimed' this exemption durmg the last three years. D I am exempt under Sec. _______ ; B & p,_(; for lhis'reason ~-~· _______ ...;,. ___ _ . --I D I hereby affirm that I have a certificate of consent to ·. I~ ;l self-insure. or a certiflCate of-Workers· qompensation In-r . .,,-1'7: .11 surance. or a certified copy thereof (Sec.-3800~ Labor Code) POLICY NO. , ) ~ COM P,AN_Y I ~ D l 0 0 I ~ . ~ CERTIFICATE EMPTION FROM I (J 'WORKEljS"COMP NSATION INSURANCE ~ · (This section need not e completed if the permit l a: -ls for one hundred dollars ($100) or less) I ~ D I certify, that iii. th~e ~erformance of the work for which ~ this permit Is issued, I shall not employ any person in any l' 3: -manner so as 1o become subject to the Workers· Compen- ': .... ,sation"Laws of-California. . f - NOTICE TO APPLICANT: If, after making this Certificate i 9.f ExemPtlon, you should become subject to the Workers· 'l ~~~~~~hs~~~~;i~~!t~~~h 0 ;r~~fs1~~~r ~~~~~~~L~~:i~ I ~ deemed (evqked. I I ' ' l 0 . mit.iS issued (Sec .• '3097, Civil.Code) ~ [ D I t\ereby affirm that the"re Is a.construction len~ing I ffi \, aQehcy for th' ~Brformance of the work for which this per-I ffi Lender:s Name , ' -, · · I .~ Lend;;,; ;ddr~;.---, .. I_ ~ l USE B~LL ·P!>INT PEN ONLY &:·PRESS HARD ,~PPLICANT IQ FILL, IN INFORMATION WIT!-11~ SHAPED AREA {'NI:> Dl;CL~RATIONS. , I l I CARLSBA·o· BUILDING DEP)~RTMENT .:,2075 Las P~lm11s Dr., Carlsbad, CA 92009-4859 (619) 438-1161 • 4... ~ ! - APPLICATION & PERMIT '< tNSE # .. .1:..-----1...:± ... _1-3... ,\ <"' ,, CONTRA'cio11s' PHONE # ll?te>~&c 'PERMIT NUM ,t b-lcif I --1 A- YO NO REDEV.ELOPM'ENT AREA STAT!;' LICENSE NO. DING SQ. FOOTAGE ()-Z. ?_ N 0, YON Not Valid Unless Mact,ine,Certifted PLUMBING PERMIT, ISSUE I .....J-, 0U II QTY.I_ M_ECHANICAL PERMIT -ISSl)_I;: $Ufy1MARY/ACCOUNT NUMBER !;ACH FIXT-UR~ T-RAP " INSTALLFU-RN. Ol)C_TS UP TO ]00,000 B_TU !fill~DING PERMIT 001-810·00'00-8220 --AGH ~UILOIN_G SEWER OVER iilll,ooo BTU SiGN'i>i:RMlt. §ACH WATER HEATER ANO/OR VENT _ J 3..1-.Ja f-£j BO!LER/COMPRE,SSOR_ UP TO 3 HP I. / .,..,.. .. -A PLAN CHECK. --·-·-----· . ------·-· EACH GAS SYSTEM 1 TO 4 OUTLETS I ' II I BOILER/COMPRESSOR 3-15 HP I O TOTAL·PLUMBlNG EACH GAS SYSTEM 5 OR MORE I . . --II I METAL FIREPLACE ,I -~ . D' ELECTRlCAL EACH INSTA~ .• ALTER, RE'PAIR WAI ER PIPE VENT FAN SINGLE OIJCT -MECHANICAL EACH VACUUM BRE-AKER MECH EXHAU~T · HOOD/DUCTS ---~-· MOB!~EHOME WATER SOFrNER I -11 --I RELOCATION OF EA FURNACE/.HEATER 1 -11 SOLAR EACH ROOF DRAIN (INSIDE) I II I DRYER VENT I u STRONG MOTION TOTAL MECHANICAL I I FIRE SPRINKLERS TOTAL PLUMBING -PUBLIC FACILITIE$ FE~ BRIDGE FEE QTY. ELEQTRICAL PERMIT -ISSUE QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA CAR PORT TIF AWNING LA COSTA TIF -GARAGE FMF 1 PH 3 PH LICENSE TAX REMOOEUALTER PER CIRCUIT MFF IO. TEMP_J>_0~200 AMPS OVER 209 AMPS TEMP·OCCUPANCY·(30 DAYS) CREDIT DEPOSIT TOTAL ELECTRICAL TOTAL TOTAL FEES PAYABLI; I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every per_mi_t is~ued by the Building Official under tfleprovl5ionsofth1s· * AN OSHA PERMIT IS REQUIREO·FOR EXCAVATIONS OVER CERTIFY UNDER. PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code l!hail expire by hm_tt~iort 8nd become null ~nd ,void If the building or work 5' O" DEEP ANO DEMOLITION OR CONSTRUCTION OF -· authorized by such permit 1s not commenced within 180 days from the date .:if such -- 6 DECLARATIONS ARE TRUE ANO CORRECT AND 1 FURTHER CERTIFY AND AGREE IF A PERMIT IS _permit, or if the building or work authorized by such permit ,s suspended or _J~T\JRES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON· L..::a:::;ba::n.:.:d:,;:o::;n:::;ed:.:a:..t a::n=t:::im,:.:.e=.=a:.,:flee,:r..:t,:.:.h&,:..::W:::;o'--'rk:.,l,::s.;c:::;o.:.:.m,::m.:,:e:::n::,;Cee,:d::.'.:.:fO,:.r_,,a'.i::!'e:::rlc:o,,_d_,o:,_f.,_18"'0"'-"'da.,_,,s,_. ---t"~!"!'~~~------------'!llll"-:'1----,.--. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. l ALSO AGREE TO SAVE INDEMNIFY AND , ·---~ .. --.. KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND( APPLICANTS SIG!'IATURE If-OWNER O CONTRACTOR 0 ----·· EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. BY PHONE 0 ...... ;.,,: . ...;;. ' i \' ~ "·'~'"' ••c ,.._, l' . ----. Q)• u. >, ti3 0 C. E Q) I- I "O 0 CJ c· (1l·' u c., C. <I'. ,·, .:.:: C a: C Q, en en Q) en en '<I'. I 3: _Q ai >- Q) u C <1l C a: ,.. I C Q) Q) " 0 t, Q) ,Q.' en = I· ~ ,C, ~: r ! J ·• ~- ' ,,. t -. (' :>·\-.;-:-,(~' ~,:. ~C ~-& 'f I~ \ \ ·i .... i i ', TYPE t BUILDING I FOUNDATION ·'. f REINFORCED STEEL ! ·I MASONRY ,, GUNITE OR GROUT sue FRAME: D FLOOR tl CEtUNG SHEATHING D ROOF· D SflEAR FRAME . ' EXTERIOR LA TH INSULATIOI\J j r ,. INTERIOR LATH{&··DRYWALL t .. I . \J . '\ I\ PL,UMBiNG i D SEWER AND BUCO D PiUCO UNDERGROUND 0 WASTE c·WATER TOP OUT · ci WASTE D NA1ER TUB AND SHOWER PAN .. GAS TEST l D WATER HEATER D SOLAR \'YATER ELECTRICAL 1 ---. D ELECTRIC UNDERGROUND [ J'U:E~Ef;t ROUGH ELECTRIC -~ D ELECTRIC SERVICE D TEMPOR~}lY~ D BONDING D POOL ! •, \ ', .... 1 I MECHANICAL l ' D DUCT & P_LEM., o·REF. PIF ING ·,-......, . .) --; ~ ' .... HEAT -AIR COND. SYSTEMS ~-!'t'"' ... VENTILATING SYSTEMS I ::::·\ ~-.. ~ f \ ! •, DATE :, ... Y--~~· ~:r -.. ' _, ~ !\, , '· ~ y--~ ... i c-:.··· INSPECTOR ,--· /. .... '\ . .. ___ ~ ('[' ~~ \ i .f- r· . I .... ,;_ -.,.._ ,, ~· FIELD INSPECTION RECORD \ REQUIRED SPECIAL INSPECTIONS I ,;-.._-c,--., -... · .. \~~----~*"'-.. INSPECTION SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRES.SED ,,.CG,[\J.c;RET.J~'\;: t;-. ~1.,~_qsT TEr;;iSTG.~ED . C01CRETE . FJELD WELDING HIGH STRENGTH BOLTS ,_ ·, .-, .,;,, ;:-. l"t -----. •• SPECIAL MASONRV' PILES CAISSONS y·'{..,' ..... ..,. ; .. ·• . ' -...... . ..... ~ .-.;;;;; .. . '• ;, .... ) 'i· ·--~ ~--/ \ . r-:r. ,.,. \._"'' «:·--.... REQ. IF I INSPECTOR'S CHECKED APPROVAL .. _#"i' ' ,.::t ~?..--\\ ,_\,.~· ~-"'' -~ ,,::: :L_.\~~~;/:r:r-\ ...... 5 . -. ( \ I . ~ ·-.. \ ···, .. :t I ~ -~ ' 1-_± . ,t .. ·...1....~. -,---~~·-.. ...."'-4-,.. ... -·•·,: t'\>--·· \ ~i ;t I . :_' <, ·\ ., j: -·· ~ .... '\~-:~ -~ \ CALL FOR FINAL INSPEC .... tl_O_N_.:..W-..-HE-.. -N-A-L.-/:-,4-,f..-PR-.-0-: P_R_(_A.,,..TE-... ~--... -',: · • '. ~ .~.: ! · >--·, 1. ,i1 r .. --. r- lTEMS ABOVE HAVE 8EEN.AP.PROVED! ' '" • '-~-. ·, , -.' r ·i ·, '\ (., \ ~.....:.i.t ....... ' \ "p -"- FINAL i .. -~ -------,.-------+-.,,,,,,.f.,.....,..---+-...-,.._;,;-+-,,...·-a.a•..--,----.:...:::....-·--¾ .. .,--..... ' • ~ ,... --...... • ·---·· -\ . ··~ ·"l:' .-.... DATE \, ,,\ -.~\ .... ~ ~~ \-~. "--''• --::. " -~ \ \ 1. INSPECTOR'S NOTES ' "J"'-.'r, • , .. ! -! \ ~ / ,r. \ ~-r-r .... , ... l i \; I ~ {'·. __ ·~Is\ }~ \·::, <\\'-'., , .... , L-"'~ : .-s;:-~ - "' ·~ ... -,.. ... __ -.;;.~, ,,.·,. ··;---,;-~ ,. ......... bf/\ffObWHU b~OG.:?cltiC' a~)ii·' -, . C!f.~ oi C'1f1t,;"c9\10, __ I ! ;· • l T ..... ' :-::· ~ ,:~--·-... , .. ~ c :-.. r~ 4 Jc:J ). -~ i~ ~\ ;.~· ' ... ~. ";, ~~-.... ' ,..:. - ,:._ ,:~ -~ .... ........ ;. !_______,:::-, -~ '""·\', , .. ( \ ... \ \ ._ .. '.._ f "--.- Cl~ '. .... " .. \\i -~-:-\ ->; i ·,~-""'~ -~--:\:.,.:.~ .. \: ~~: ,:: \' .. \ :\ "" .... ·-'>7" "~ ~: .. ' ' r-\:~-:;;i-,,.r,;--:-"' ·.:--......... • \ .: L --:._t ---:-r-~ . · i ---.tt··; . ~ . .., ._ ·, , · 't't I " \,, 3 . :· .. . \ . : <' ' ... .\ • ~ PLUMBING .·-.. ;,._+ 1 . ·::· 1..' ·:., ·.., .:, :, ·• • ~ 1 ·, • ••. .._ '-·'·. .... ! . ...,,, ' ., .. -' i. . ....... ·; .• __ ·' f' ' l . .' •·. }·., · •. -., '::.' .• ~~-"'. . ,:· •. -' ••. ' . ._ . ., I ·J · : _,. ..... T 1····· t • ...,_"' • \ -~-·, I. { • ;-~ ; .... , .' ~ J . ~;le .\ \' -... _ <:i 1 ' ELECTRICAL . _J ......,._ •• • _ • • ~---._. ,,_. ~ ___ .. \ 'i.-.,. ~ 1 ._ __ --z~·.,,;· _.. . . 1 MECHANICAL 1 '"..., .. , . ,.r.:..· -~ . . ... \ ,,. --~· ··-1 . ..~ ·~:i~ _,,;-, A . '°r ~ ? ····+ -' ·~ • ~ ~i--r·c C--··----;-; ('~ i''·l~-:~ \..L-\ ~-~'' \ O' --~--=~~ur;.b.,,. CC;:<~ \ r· \' . ' )11,Q.U l \r • --··.:: ... . . \ -·~... '-t ~ -:-. ,_-~__::::: --~-~ ~-~-I -~ --"~ .• ' , t • ~A, - BUILOING ! :l . --. . i \ J ·-.... SPECIAL CONDITIONS .... \ • r ... r • -• ·~ 1' ,, ' ,..t·t· -, 1"200 EL~, CARLSBAD, CA 92008 • TEL. (619) 438-5525 ~~11· /J/e,,hQ I Zip .. r;z J 0 "5A / 1}. State ·uc. _ . /' S. Classif. . City , ·Lie.No. _LEGAL DESCR_IPTION tofs 3..,, b I . . J-.ASSES$0RS P.ARCEI,. NO. '2,~ q _. d 8 7 -8/ 1, :)t ~ . . I . DESCRIPTION QF IA/ORK ii 4 (_jtl}1{//t,-lt. . PLAN IQ NO. .:-.-> c> fl V/ ,l/, -rJ -/ ., . - ZIP ;, ---:: /::: ~ 7 .PHONE# f83':0??_11 .. MISCELLANEOUS RECEIPT D D D D D D D .. D ' D ---.. ~ ;·-- ~ J ! ; :l-.r , _, ·:..) .. ·n n n D n *WARNING: PLAN CHECK FEES. WHERE NO AC}ION IS TAKEN BY T,HE APPLICANT IN. 180 DAYS AND ·N·o BUILDING PERMIT IS ISSUED .. ARE FORFEITED TO THE CITY. . qOMMENTS: __ ~--+---------=------1 Signature of Applica{.v 0!;(;.0/ i!o-~ Datell/Z{ In / ''f-:,,t--,--t,~"""11------'-------'---------.,,..._-.........:.~ ~ \.. IJl/hite ,-Applicant YeUow-File Pink -(1) Finan_ce (2) Data Process . . Gold -Assessor l CASHIER'S VALIDATION C!titu nf <ttarlsbab SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER:_S_E_~?d/-lf~-P------- BUILDING PLAN CHECK NUMBER: PC 0f,, tdl/l BUILDING TYPE: '~~~ (W Sffi"4/ NUMBER OF EDU'S: __ /8,=.;_,. "--'It:, _________ _ CALCULATIONS: _ __;__·-'-,/--'-"-")=~:':'-, _,_,_-,._, _· .'-... , -"(;!4_1 1."""'U'-·~·, ·'--'. ~"-'-'"'-'-.........:.-·:..:....''"--"'-'' · >. _/ CONNECTION FEE COST PER UNIT # ~-·--( ($/{i:,Jd, f6,1 -I oOv x NO. uN1Ti' ~ .a/,ft,(J ,i LATERAL CHARGE: ____________ _ 1/ ... TOTAL CHARGES:~---·_!_ .. _ ... -_-_______ _ PREPARED BY: -=-------'·~,,~· ~-· ~---(PRINTED NAME) COMMENTS: --------------------------------- WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY May 6, 1987 Ninteman Construction Company 1465 Morena Boulevard Job No. 05-6983-001-00-10 Log No. 7-1544 San Diego, California 92110 Attention: 'Mr. Mat Reno SUBJECT: FOOTING OBSERVATIONS Carlsbad Crossroads, Phase I Buildings A, B, C., D Carlsbad, California References: (1) San Diego Geotechnical Consultants, Inc., April 15, 1987, Soils Compaction Report, Precis-e Grading Completed -Building Pads Only Carlsbad Crossroads, Phase I, Buildings A, Gentlemen: . B, C, and D, Carlsbad, California Job No. 05-6983-001-00-10 (2) San Di.ego Geotechnical Consultants, Inc., November 20, 1986, "Foundation Investigation, Carlsbad -Oaks Business Center, Job No. 30065-00 · (3) San Diego Geotechn.ical Consultan·ts, Inc., February 19, 1987, "As-·G-rad-ed Geotechriical Report, Final Report of Mass Grading, Carlsbad Oaks Business Center, Carlsbad Tract 74-21, Carlsbad, Ca-lifornia" Job No. 05-1079-002-00-10 This is to confirm that we have observed the foundation .excavat.ion.:$ fo-r Phase 1, Bu_ildings A, B, C, & D at the project site. It Ls our opinion that the excavations have been prepared in conformance with our prev_ious recommendations and that the fol,lndation soil conditions are as anticipated in the referenced reports. .SlJBSIDIARY OF IRVINE CONSUL TIN~ GROUP, INC. 6455 NANc°Y RIDG.E DRIVE• SUITE 200 • SAN DIEGO; CA 92121 • (619) 587-0250 "' ·• • 'Nint-eman Construction Company May 6, 1987 Job No. 05-6983-001-00-10 Log No. 7-1544 Page 2 This opportunity to be of service is sincerely appreciated. If you s,hould have any further questions, please do .not hesitate to ,contact the undersigned at your conveniente. Very truly yours, SAN DIEGO SOILS ENGINEERING, INC. Erik J. Nelson Staff Engineer AFB/pb Distribution: (6) Addressee {2f5eZf!:1::::: Registration Expires: 3-31-91 Chief Engineer FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 06-64tA DATE: 1-2:1-Stl PROJECT NAME:--------------------------------- ADDRESS: ______ 2_7'_ •• 0_Lo_k_e_r_A_v_a ___ B_l_d~g_A _____________ _ PROJECT NO.: ________ UNIT NUMBER: ___ ___,,,__ ___ PHASE NO.: TYPE OF UNIT: ~ ____ O_ff_i_c_e_/_W_h_a_e ___ NUMBER OF UNITS: CONTACT PERSON: ____ r_J_ic_h_e_U_S_t_r_a_u_b ___________________ -----'- coNrAcT TELEPHONE:, ___ 4_3_3_-_83_2_2 _____________ --,-_____ ~--- INSPECTBfJ ~ DATE 7/zz/&' 2'DISAPPROVED BY: ~ 'i f.ifitL INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVEtr' INSPECTED DATE BY: INSPECTED: ,A,PPROVED DISAPPROVED COMMENTS:----------------------------~--~~~ Rev. 1/86 WHITE: Suspense BLUE: Water District ~~EEN: Engineering ~ARY: Utilities PINK: Planning GOLD: Fire ,, , . . . ·, -... POOR . \ QUALITY ORIGINAL S ' PLAN CHECK NUMBER: DATE: PROJECT NAME:--------------------------------- 1120 tokt.!r AV;,'1; r:Uclo f\ , ADDRESS: --------~-----------"----------------~- PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: -------~ TYPE OF UNIT: _____ O_~ _ff_fr_,;(_J/_\_'JtJ_a_lfl_..: ___ NUMBER OF UNITS: CONTACT PERSON: ____ ·,_U_cb_f!_ll_S_t_r'_l:'l_U_b _____________________ _ CONTACTTELEPHONE:, ___ 4_3_a ... _a_,_2_l ___ ~---------~------~~ ~NlPE~1J... DATE k/¥tr APPROVE~ -.,,.. INSPECTED: DISAPPROVED -., INSPECTED DATE BY: iNSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS:---------------------------------- ,. f -., .. , ... ~. Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION ,. PLAN CHECK NUMBER: 35-641A DATE: 1-2:1-ss PROJECT NAME: ADDRESS: 2720 l.eker Ave Bfdg A PROJECT NO.: UNIT NUMBER: PHASE NO.: .-:,:>: •. TYPE OF UNIT: . Offlce/t"Jhse NUMBER OF UNITS: CONTACT PERSON· ,"Jichell Straub CONTACT TELEPHONE: 433-8822 an dai,t INSPECTED DATE 2e?7-~APPROVED ~ BY: INSPECTED: DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DAl'E BY: INSPECTED: APPROVED DISAPPROVED .. , ~:· ,• . COMMENTS; ·-. I, . <'.L:TJ.. I {C;,::, . ~~C4V , ~ - j iJ,, Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: ~nglneerlng 1:Ai-l'ARY: Utllitles PINK: Planning, GOLD: Fire ~ ... FINAL BUILDING INSPECTION PLAN CHECK NUMBER: DATE: PROjECT NAME:-----------------~------------- ADDRESS: PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT~ _____ Q_f_ft_;;;._·-_d_·:_J_l:.,._·~_: ___ NUMBER OF UNITS: CONTACT PERSON~· ____ ]_c_h_:1_lt_~_~t_r_._~-~-~----~--~-------------- CONTACT TELEPHONE: ___ i_!3_U_,..._~_i:_t;;_::_t __________ --,--______________ _ ~~PEOTED ¢d-, INSPECTED BY: __________ _ INSPECTED BY: , DATE . '7/4-:,Jn _,,,-- INSPECTEQ: ,.~ APPROVED _L_ DISAPPROVED __ _ DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED ' DISAPPROVED -'--- DISAPPROVED __ _ Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering ·cAi-IARY: Utilities PINK: Planning GOLD: Fire Highland Testing Laboratory, Inc . . l~mmen,enter Circle. Suite A San Bernardino. CA 92408 714/884-6839 Highland Testing Laboratory, Inc. 68-703 Perez. Rd .. Suite IO Cathedral City. CA 92234 619/328-2322 Irvine Testing Laboratory, Inc. 15 Mason. Irvine. CA 92718 714/951-8686 213/630-8032 Consti-uction'Laboratories 6455 Nancy Ridge Drive. Suite 200 San Diego. CA 92121 619/587-0250 Coastal Valley Construction Laboratory 23875 Ventura Blvd. Suite 104 Calabasas. CA 91302 818/888-4994 REPORT OF CONCREtE TESTS PROJECT: ADDRESS: CONTRACTOR: CARLSBAD CROSSROADS, PHASE I & II 2720 W. LOKER AVENUE, CARLSBAD NINTEMAN CONSTRUCTION CO. ARCHITECT: HCH 8, ASSOC I ATES ENGINEER: HCH & ASSOCIATES LOCATION IN STRUCTURE·: PANEL 8-·5 CONCRETE SUPPLIER: PRE MIXED COMCRETE PLANTNO.: MIXNO.: 899025 TYPE OF CEMENT: SLUMP-IN.: CONCRETE TEMP: MIXING TIME-MINS.: 60 C. B. N/A 75 PROJ. NO.: 7755 DATE: 06/1;_=:.!/87 TICKET NO.: ADMIXTURE: AIR-TEMP: WATER ADDED: 1559.~ NONE N/A N/(-) SPECIMENS MADE BY: A. HOLU:-)1'..JDf::oATE MADE: 05/ 14/ 87 DATERECEIVEDATLAB: 05/1.8/87 FIELD 1.D. LABI.D. 2808'3 28090 AGE-DAYS ( i:::c:$ I, DATE TESTED 05/21/87 06/ 11/87 NOM. SIZE-IN. 5X12 6X12 28.60 28.56 ACTUAL AREA 56600 114Li-<)0 CRUSH LOAD--LBS COMP. STR:--psi 233(1 4010 H/D CORR. FACTOR CORR. STR.-psi SPEC. STR. -psi 3000 C 9~T~\~0I!&~EL,0 PMl:NT ( 2) CITY OF CARLSBAD· HCH 8.-Af3SOC I ATES NINTEMAN CONSTRUCTION COMPANY (2) JUN 181987 CITY OF CARLSBAD . · Building Department HOLD 2809:L ()' (_) . (J 0 0 0 (J 0 0 COPIES: 5 (As requested) CONSTRUCTION LABORATORIES. INC. Respectfully Sub itted, · D CONFORMS D DOES NOT CONFORM (J 0 0 Highlanddtesting Laboratory, Inc. 1832 C::omtnen:enter Circle. Suite A Sad Bernardino. CA 92408 714/884-6839 Constructioe Laboratories 6455 Nancy Ridge Drive. Suite 200 San Diego. CA 92121 619/587-0250 Coastal Valley Construction I,aboratory Highland Testing Laboratory, Inc. 68-703 Perez Rd .• Suite IO Cathedral City. CA 92234. 619/328-2322 Irvine Testing Laboratory, Irie. 15 Mason. Irvine. CA 92718 714/951-8686 213/630-8032 R EC P2f ~ i'£~vd. Suite 104 . I:. V llilsas. CA91302 818/888-4994 MAY 111987 REPCif~T or· COh!CNETE ·p~DT("' CITY OF CARLSBAD ''"''·~ • 0 Building Department PROJECT: : i..i, •. ~,f-~ J: 8, r, I PROJ. NO.: 77;55 ADDRESS: LOl-<.i:~R i.:.\VE:.NUi:?.:~ DATE: ()5/0E,/87 CONTRACTOR: ; . · ,-,-.. Mr.;r.,! CONSTRUCT I ARCHITECT: HCH · 8: 1~1ssoc:rnTE:S ENGINEER: HCH & ASSOC:UHES LOCATION IN.STRUCTURE: CURVED PANEL D-Cl CONCRETE SUPPLiER: PF~EMJ. XED CONC~~ETE PLANT NO.: .fr. TICKET NO.: 1. 8 7':}0 MIX NO.: 500020 TYPE OF CEMENT: ADMIXTURE: SLUMP-iN.:. 2 CONCRETE TEMP: AIRTEMP: . MIXING TIME-MINS.: 1 :::;5 WATER ADDED: i.~;!(l SPECIMENS MADE BY: PPOQ DATE MADE: 04/0B/E:.i? DATE RECEiVED AT LAB: ()L}/0'9/ B7 FIELD 1.0. LABI.D. ·=· --; -::· a ·=r 1. ... ( -.:J •'--27343 273!.i-4. AGE-DAYS 5 i::!B () 0 0 DATE TESTED ()L;/ 13/87 05/06/87 NOM. SIZE-IN. GXL::: E,Xi2 HOLD ACTUAL AREA 28. 52 i:~8. 50 CRUSH LOAD-LBS E,6300 1:~7900 0 0 0 COMP. STR.-psi i;;3_3(; L~l:V+O 0 0 0 H/D CORR. FACTOR CQRR. STR.-psl SPEC. STA. -psi E:500 CO~E~ 6 (As requested) DISTRIBUTION: C/D 5 M D!=:VELOPMENT -NEIL MEDLOCK CITY OF CARLSBAD HCH & ASSOCIATES NINTEMAN CONSTRUCTION COMPANY Nii\lTEMAN CONSTRUCT;t/Jr•l COMPANY REESE-Cf'.::JRR t"ni·,l!.,Tr.JJ ,,~·r:r,nr" !.,(.'BO' ~,-"1-'"'TQ/:->.,.J.l::·i~ INC. ·Respectfut1y·Subm1~eu; ·1 • \ -i ·, ·--~~ )1. C. E. 1997E, '0 DOES NOT CONFORM 0 0 0 Highland'Testing Laboratory. Inc. 184.2 Commcrccnrcr Circle, Suite A San Bernardino. CA 92408 714/884-6839 . , Highland Testing Laboratory, Inc. 68-703 Perez Rd:. Suite 10 CathedrµI City. CA 92234 619/328-2322 CARLSBAD ENGINEER: Irvine Testing Laboratory, Inc. 15 Mason. Irvine. CA92718 714/951-8686 213/630-8032 REPORT OF CONCRETE TESTS LOCATION IN STRUCTURE: PANEL S-5 CONCRETE SUPPLIER: MIXNO.: SLUMP-IN.: MIXING TIME-"MINS.: PRE MIXED CONCRETE PLANT NO.: C. B. 899025 TYPE OF CEMENT: NIA. 4.5 60 CONCRETE TEMP: 75 ~ Construction Laboratories 6455 Nancy Ridge Drive, Suite 200 San Diego. CA 92121 619/587-0250 Coastal Valley Construction Laboratory 23875 Ventura Blvd. Suite 104 Calabasas. CA 91302 818/888-4994 7755 05/27/87 TICKET NO.: 1559i2 ADMIXTURE: NONE AIRTEMP: NIA WATERADDED: N/A SPECIMENS MADE BY: A. HOLLANDE DATE MADE: 05/ 14/81 DATE RECEIVED AT LAB: 05/18/87 . FIELD 1.0. LABI.D. 28089 AGE-DAYS 7 Q DATE TESTED 05/21/87 NOM. SIZE-IN. 6X12 ACTUAL AREA 28.60 CRUSH LOAD-LBS 66600 0 COMP .. STR.-psi 233() 0 H/D CORR. FACTOR CORR. STR.-psi SPEC. STR. -psi 3000 DISTRIBUTION· . . C/0 5M'DEV~LOPMENT (2) crTY OF CARLSBAD HCH 8, ASSOCIAi~S N!NTEMAN CONSTRUCTION COMPANY (2) RECEIVED JUN 31987 CITY OF CARLSBAD Building Department (_) (_) (.) 0 0 O· 0 0 0 COPIES: 5 (As requested) CONSTRUCTION LABORATORIES, INC. Respectfully Submitted, MI HAF;:L J. MI~Lf.R, R. C .. E. 28110 D CONFORM~ D DOES NOT CONFORM (J 0 0 ~ . REGISTERED INSPpf£>C6£1"YE 0PORT t,.,#c' • • • f .. -,-ii CONST8UCTION LABORATORIES·.~'!.·,,. 6455 NANCY RIDGE DRIVE; SUITE.200 ;-~ JUN 121987 RLSBAD SAN DIEGO, CA 921.2:1 (619) 587·0250 COVERING WORK PERFORMED [Qfift(lr"cDeOl•taeat WHICH REQUIRED APPROVAL ~l5~'E-sfm:ssEf> CONCRETE BY THE SPECIAL INeyPECTOR OF O REINFORCED MASONRY L. lit'...sTRUCT. STEEL ASSEMBLY . 0 REINFORCED-GYPSUM D PILE DRIVING D GLUE·LAM: FABRICATION D OTHER FOR WEEK ENDING 30'M~ , JOB.NO. ----- -CONTRACT NO. ·. 19 INSP'N. DATE L:OCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB-PROBLEMS, PRO.GRESS, .REMARKS, E;TC. Includes information about· amounts of mate'rial placed or work performed; number, tyi,>e, and identify-numbers of test.s;i.mples taken; structural connections (welds made, h.,. bolts torqued) checked; etc. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE 'REPORTED WORK, UNLE$S OTHERWISE NOTED I HAVE FOUND THISWORK TO COM PLY WITH T-HE APPROVED PLANS SPECIFICA· TIONS, & AP.PLICABLE SECTIONS OF THE AGENCY REQUIREMENTS. . ~TURE OF REGISTERED INSPECT<:lR :::i, . (o7_ :~~~ .. DATE OF REP T . REGSTE:R NUMBER. . .--- .. :1 /V" r . I. INSULATION· CERTIFl(ATION This is to certify that, in conformance with the current energy regulations· (California Adminis- trative Code, Title 25, State of California*) and approved plans, insulation has been installed in the bui ding located at: · City L &2£ County Street No. (If Available) Str~ Lot Number Tract No. DESCRIPTION OF INSTALLATION ROOFS· Type of Materia,_ ________ _ Manufacturer _________ Thickness. ___ ft Value**-- EXTERIOR WALLS Type of Material Fiberglas Batts Manufacturer _Qwens-Corning Thickness 3'1r R Value**Jl_ (Or Trade Name) CEILINGS BATTS: . • · Type of Material Fiberglas Batts Manufacturer~ens-Cormi..!!JL Thickness & 1/,r R Value**--1...:L (Or Trade Name) Sq. Ft. Covere ..... d ___ _ BLOWN: Type of Materia,_ ________ Manufacturer ________ Thicknes. ___ ·No. Bags __ · (Or Trade Name) Wt./Bai;..g ---'--·5q. Ft. Covere.._d ___ _ R Value**--· FLOORS Type of Materia"-------------Manufacturer ________ Thickness. ___ ft Value**_ (Or Tntdt Name) SLAB ON GRADE Type of Materia .. _~-------~ Manufacturer _ __,_ _______ Thicknes ____ ft Value**-- (Or Tr1d1 Name) Width of Insulation Inches FOUNDATION WALLS (If required) Type of Materia,_ _________ Manufacturer _________ Thicknes..__'--_R Value**-- cor Trade Name) ... • l ... .-:.~ 1 ·Ul-i:.il!".'(Jt....,.1JV1-J RE-MARKS (If desired) \ · , 1 t ,. · ·•"'. -. ·· ... · · \ .----'---,--------'----,-----~---.... -· ....... .!.!.::.,c;.,·u-;-,1...;!:?:...r~ .. ·d1r-t1+-'; .... , ..... ..__ Ir, \JG 2, •l \'.)J/ Gen.era! Contractor (Builder,_ ______ -_______ License Number ____ °' ______ _ BY---------------Title __________ _ Date RECEIVED t•Californ' dmlnbtrotlvi Code, Energy n1ulatlon Standard,, doclar•s: "Compll c . Upon compl•tion af th In allallon of ln,ulatlon, o card certlfyln I th• lnsulatlon has betn Installed In conformance with the r~ulrt , of th•· .. regulotion, 1holl be completed and extculed by the lniulolion appllcator and by th• bulldw. This lnsulallon compliance· cord sholl bt posted at II consplcu~u! location within the dwelUng.") . (••R Value Is the measure of the rtsistance of II matorlal or building component lo tho pauago of heat. The rtshtonct value (RI af mau-lypt Insulations ,hall not_ Include any value for rtfltdivt facing.) VICE PR:·.·· Date 8d0-87 EXCERPT from Sec, 19875 of the Health and Safety Code of the State of California, . ''No corllficate of _occupancy ar slmllar certification that a n-ly con-structed hotel, motel, apartment house, home or other rtsldtntlal dw•lling h ~abltablo shall bt luuod by such a building department unless the 1tru<1ure at least satisfies !ht minimum energy Insulation standards establhhod ·pursuant to thla chapter." • FIELD MEMO· IRVINE-(?'14) 95~·8686 Irvine Soils Engineering, Inc. Irvine Geotechnical Consultants, Inc. SAN DIEGO-(619) 587·0250 San Die o · · · , . •••• SAN BERNARDINO-(714) 884-8828. • Highland Soils Engineering, Inc. ~-. Highland Geotechnical Consultants, Inc. ·, CALABASAS-(818) 888·4994, . Coastal Valley Soils (=ngineering, Inc. Coastal Valley Geotechnical Consultants, Irie. ,;_'.Project Location:· --C c~«~"s:i.&t1f.:2B.tz=-G2__,&~::aa-~u ..... -!U". a ...... $_ Tract No. __ ~----"'--'--,-- ·_ Grad-i.n:g Permit No:_--'----"-----'-'----Lot N-O·-~-~~ /I Su b j ect: ----L.;::;;::-'21¢r:z£..a.c,1~6...:z_=t_,~-~~($!,.;a_'.,$----.l!,e-~-r.-~e2-"""\:"""'~s/'.'.~4~6~.) _,,,S~o_.,,::.....· -----,----~--~--_.,..,..., __ c-:'=-_. : ._.,, .... _ "1· .~.: ~-:-------~-----------------------~-~-~--------~'----~"7"''-"--. "·" ,· ·-ENGINEERING FILE• WHITE . FIELI;> FILkYEL:LOW JOB SUPl;:RINTENDENT • PINK GOLD SEAL Standard of Excellence • Continuous mixing of liquid to liq1.!id adhesive. Adhesives comply with ASTM D 2559-82. • Member cross-section average moisture content, 12% maximum. • Proof loaded Tension Zones. • Certified Tension graded lumber to .\ITC 302 specification. • Lumber 100% inspected by a grader certified by an ICBO- approved independent agency. Pc 'T' imber Products Inspection, Inc. hereby certifies that the products identi-1 fled below and on attached sheets Nos. 1-6 are marked with the Official Mark of Timber Products Inspection, Inc. (TP) and were manufactured in conformance with applicable provisions of American National Standard ANSI A190.l-1983, Structural Glued Laminated Timber, Uniform Building Code 1985, Section 2511,' .and as modified by _______ _ and that such manufacture has been by STANDARD STRUCTURES~ INC. in WIND SOB, CA . , which plant has a quality control system approved by the Inspection Bureau of Timber Products Inspection, Inc. and inspected by a full-time, resident inspect<;>r of the Bureau, periodically audited by a Bureau Supervisor and Bureau management The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. Further, these described products were manufactured in conformance with the Gold Seal.Standard of Excellence as ~ummarized on this certificate. JOB NAME: CARLSBAD CROSSROAD JOB LOCATION: LOOKER AVE WEST CUSTOMER ORDER NO.: __ _ DATE:1-23 _ MFGR. ORDER NO.: __ _ ORDER SPECIFICATIONS: Fb 2400 ·I Appearance ;> 5 GL.ULAMS/INDUSTRIAL Adhesive EXTERIOR Signature / ~ k{~ Title OC INSPECTOR Date 8-25.-87 _ Timber Products Inspection, Inc. Portland. Oregon Timber Products Inspection, Inc .. an APPROVED COMPLIANCE AGENCY NER #275 (superseding ICBO AA507, originally dated 1946), hereby certifies that said company at its said plant is licensed by Timber Products Inspection, Inc. to use the TP Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is daily inspected and verified by the Inspection Bureau of TP and that in the judgement of TP, said company is capable of complying with applicable manufacturing and testing provisions of said Code,. Standard, and Report in respect of products manufactured at said plant TP guarantees that said manufacturer is qualified to produce a product meeting ANSI Al90.1-1983 and th~ ·ts plant is daily inspected arid verified by T? Inspection Bureau. TP GOLD SEAL CERTIFICATE NO. Timber Products Inspection, Inc. • P.O. Box 20455 • Portland. Oregon 97220 ~ ,· -._;.- ,. / ~, ... ,,,. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 20& SAN DIEGO, CA 92123 (619) 560· 1468 DATE: 1-'Z.'2-~1 QAPP-~ D~~ JURISDICTION: CA.~t....~ e,,-..c:, _____ ..;..._ __________ ,.a___ D PLAN CHECKER PLAN CHECK NO: _SGs,c.=--_-_i, ..... -_~_._! _________________ _ OFILE COPY OUPS 0 DESIGNER PROJECT ADDRESS: 1-0J<E;.R., p...J'E:,, ~~L <> PROJECT NAME: C,.bi,g,W::, roesc;:, C-f<..0;,~B:;,A.o~' D D ~_: D The plans transmitted herewith have.been corrected where necessary and substantially comply with the jurisdiction's ·building·codes. The plans transmitted herewith will substantially comply .: with the jurisdiction's building codes when minor deficien- cies identified __________________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on ·the enclosed check list and should be corrected and resubmitted for a complete recheck. ·:.~ ·•· · The ·ch~ck 1ist ·transmitted ··herewith is.·'.f or' your:: inf~rin-~tion. . The p:lans are being held at· Esgil Corp. un_ti-1 corr~cted .. · . plans are submitted for r'echeck. . . . . ;_ ....... .' '~, ... > :: ·:_-, .-:-' ,, D - 0 D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has be~n sent to: HC..,f'-4 ~f,J~ A ';t;;!?Oll'!:1'='"'::i - Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did been completed. Date contacted: advise.applicant that the plan check has Person contacted: .j~T t.L-i.;IO.,,.- ______________ Telephone # G, ( '1 .... '2. 7 e, -C-., iSi<O REMARKS: ______ ~ ____________ ___,_ ______ _ \ ,,qeT:Z:t!. _ En_closures: B££,9 5£/'. wFJLLS ,e.Etds.:zf&D _:-··· .• ~· .. · ... :~ .-~ ·--~ ' ,(: CITY OF CARLSBAD PLAN CHECK NO. 86-641! JANUARY 21, 1986 REMAINING ITEMS FROM ORIGINAL COMMENTS LIST ta·. ~xi t from office space thru warehb.use area is not permitted (UBC 3303(e)). Right hand portion must have two exits. · -PLUMBING 1. Clearly show the slope·on all drain and waste lines. 1/4 inch per 12 inch minimum per UPC. Section 407 for building "A". Mechanical and energy a;i:-e ok. ADDITIONAL COMMEMI'•S BASED ON NEW INFORMATION PROVIDED ., 1. If area separation walls do not extend to the outer edge of hori~ontal projections, (balconies, roof overhangs, canopies, · \'. ·, 1rii:~rquees and ar·chi tectural project.ions) , the exterior walls, y. and projecting elements above, must be of one-hour construction on. each side of the area separation W9-ll for a distance equal to the depth of the projecting elements. Openings in the one- hour walls must be protected with three-fourth-hour· assemblies • . Section 505(e)2. 2 •. All are~ separation walls must extend in a continuous straight vertioal plane from the f~undation to a-point 30 inches above ·the roof, but.may terminate· at the undersic;le of the roof sheathing if ·the roof/ceiling i~ two-hour construction. Section 505(e)3. 3. Two-hour area separation walls may terminate at the roof sheathing proviqec;l th-at: a. Wher~ the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construc- tion for a width of not less than 5 feet on each side of the wall. b. Where roof/ceiling ~raming elements are perpendicular to the wall, the entire span of pUch framing and elements supporting such framing shall be of no_t less than one- hour fire-resistive construction. _;l -. ' CITY OF CARLSBAD 'PLAN CHECK NO. 86-641 JANUARY 21, 1987 c. Openings in the roof shall not be loc::ated within 5 feet of the area separation wall. section 505(3). 4. No openings in the roof are permitted within 5 feet of a two- hour area separation wall if parapets are not provided. Section 505(e)3. 5. See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. 6. Provide complete details of the area separation wall(s) to show compliance with Section 505(e) 1-5. 7. _Provide a no'te on the plans stating: "Plumbi_ng and conduit penetrations of the area sep~ration wall shall be.of copper of ferrou,. · No pl~~tic pipe may penetrate the area separation -wall" •. · Section 4304(~). 8. -Maintain one-hour fire-resistive wall·const'ruction at built- in wall fixtures and behind mailboxes~ fire extinguisher cabinets, electric panels excee~ing 16 square. inches in area, etc. Section 43.04 (e} • If you hav~ any questionsi·p1ease contact.Manuel Ainta of Esgil Corporition at (619) 560-1468. Thank you. ESGIL CORPORATION 9320 CHESAPEAKE DR:, SUITE 208 SAN DIEGO, CA 92123 (619) 560· I 468 OAPPLICANT DATE: /--20 -f;,7 JURISDICTION: C,A,Zt..S, 2,A;-O ~ JURISDICTION;:> PLAN CHECKER D FILE COPY QUPS _ PLAN CHECK NO: ~~---_Co_y,,_.I _ ___,. ________ _ D DESIGNER PROJECT ADDRESS: Lo)<~~ t,..yG. \Yl:i"':7T· PROJECT NAME : GA:fs.1-'::;, E:,kO C.~Ot,;;, Rp!?<Q ~ D ·o ·:.o D 0 ,.;', D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified---------------'--are resolved and checked by building department staff .. . . .The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted,for a complete recheck. 'The check list transmitted ... herewith is ·:for your::· 1~i~;m~tion. . The p:lans are being held at· Esgil Co.l::"p_ •. ··.un_t.il cor_r~cted ·.·· piaris are submitted for recheck.-..... • ,_: ' .... ," ''._·,:· ·.··:· :._ ·_. .···· The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgfl·staff did not advise the applicant contact person that pla~ check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: _________ Telephone# __ __,_ _____ _ REMARKS: ~-f2-ou.-e.. fi-\::PN ~ ~,;) V t:fi,.~ ON : Aff~~r? . :fL,e ~-t::1",)J? ~,11:2~r? V~L,l)~7'1.0r-J By: (J'o) Oi.'fi_ 'v Af. AI/JZA-Enclos ures =--~----,----- ESGIL CO ORATION :-·· r ..I ...... ~-.. .. } . . ~ •. . ., ' ·--:· : Jurisdiction GA/CL-~ f>~~ Dates l-2c;,-S1 . Prepared . by, M, Al>JZ.A-VALUATION AND PLAN CHECK FEE CJ Bldg. Dept • lJ Esgil PLAN CHECK NO. f;{e--a,&f-1 BUILDING ADDRESS L-al<:.E.R Avt=. ,ve.~-r-( eLO A ~~o A.r '\, APPLICANT/CONT_ACT JAX SLI-IOIT PHON·E NO. ~19-4-8e,-b:;1 ( BUILDING OCCUPANCY 6'2. DESIGNER PHONE ------- TYPE OF CONSTRUCTION . V>-J 'CONTRACTOR PHONE BUILDING PORTION ,2,t_p~ ~~ W~Hwb6 ~ ,4-, ,OFC::.. w~~o~e A'ir Conditionin~ · Commercial . Residential Res. or Comm. Fire Sprinklers 'l'.o tal Value fee Adjusted To Reflect B uildiri g Per m it fee. $ ----- BUILDING AREA VALUAT.ION VALUE MULTIPLIER =5~1.'2--~-0 . ' . I i GJ ,q '2...8 . '"') Z~'71..!J '2.'2,;,-:,'. ' => ~'2.--Z.., "'&:, ',;> ~ l.f-'~:, .. ';578 4C:,' .::, , 1 ~' ~'2--z-;_ .. ;, ~ '10 l.r'S' Z.Z,,o ('9,8' ~~o ~.;:, !> , '· f2.4:r"2-~ - . , ·11..-150 @ Z,,.80·. '2.0 .. ?0'.J.,,?. -@ l LJ-o .0 2-"' @ r.s·o '10 o~~.s-o ~ . -. ,,,--/1 I '? t.o J!i q o .. , ? -\ - 0 Energy Regulations (fee x 1.1) OHandicapped Regulations (fee x 1.065) ,. : Plan Check fee $ ~, 4,ff $ } '1~"1. 0~ ---''------'---------------'-------"'----'---'-----=-....:.....=~:..__- c O M MEN rs_· _______ 'j.._. _<1, _______________ ,_i.S"';:.._'1;...~.;.,__· z.4. __ _ 8/4/82 . . ' .. . ' ; : . ! . ' ' ·. ' ,• ! . '( -.. j" . ··. . ; '• .. :~ ·-.; .. . r .. ·f. ~, • • • • I • • ! . . • :. : . .. . '• ...... ,· . . - ,, Jurisdiction UA1t!.L'$ f=>Ar::, Dates l-2o-f?;1 . Prepared bys M, Al"tJ"Z.A-VALUATION AND PLAN CHECK FEE CJ Bldg. Dept • 0 Esgil PLAN CHECK NO. P;(p .... <a4-( ( BUILDING ADDRESS L.akER Av,a. \VJ=,.'$;-e,1..c;:;, e,) APPLICANT/CONTACT JAY 1::1..l-lOJT PHONE NO. col:f· Lf:8e>-031 l BUILDING OCCUPANCY 2,2 DESIGNER PHONE -------TYPE OF CONSTRUCTION V'r-J -CONTRACTOR PHONE __ .,._ __ BUILDING PORTION BUILDING AREA -VALUATION VALUE MULTIPLIER OF,C.. S(aQO • ti, :::, ~.o. (14,:,. 4-oo . :,-::. W~HiPl.)~e j'-f,',O' 0::1 "2-'2-' 1~2' i:ioo, ~-;, -·uo?O ' ' ,. . , ' Air Conditionine: Commercial ~(4Qa • :> .::, @ z..~a 10 o',%01 .. .;,::, ' Resid·ential -(<l - Res. or Comm. Fire _Sprinklers ) l O?c, • ,., J (g f,,.qo I Ct, e:;,r::;; r ~ ;;:, k < f -- Total Value . 0 Ct;,(p "' '1 '5~ Fee Adjusted To Reflect D Eriergy legulatip~s (Fee x 1.1) 0 Handicapped Regula !:ions (f'ee x 1. 06.5) B uildiri g Perm it f' e e. $_?_0:'_7_')(., __ .... -"2.-_, ~-..,...-.a..-· J_'/'"-. _?.,~..,,_..,----------'$.__·_J_)_O_:;:::,_·_._c;.;...· _·,:::,_· __ Plan Che ck f' e e--'$"--_ _;.><'.'.'-1.,..,./.1:;......;.t;' _________________ _.;:;.,$__;.7_1 _~-::•~~;;..:~::;.._· __ C O M ME: NT S._• ____ ~_._'6 _______ ,,_..,. __________ -=5_7 ___ '2--_, 2..;....· -a.Ip __ _ 8/4/82 -: . . ~ . . _:' ••· t ,f . . t . ' •• ? • : • .. ·.- • Jurisdiction UA.ff!'-S f;).Ar;? Date, t-2o-f?;1 . Prepared by, M,A/>JZA-VALUATION AND PLAN CHECK FEE CJ Bldg. Dept • 0 Esgil PLAN CHECK NO. P;(e -a,4' ( / BUILDING ADDRESS J...okER. Avrs. \VJ=."$"1' (BL..0. G) APPLICANT/CONTACT JAy Sl..l-lOIT PHONE NO. 019-4-80 • o:?>1 l BUILDING OCCUPANCY 62 DESIGNER PHONE -------TYPE OF CONS'l'RUCTION · Vt-J -------------CON.TRACTOR PHONE . --------- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER \.VP,(~ ~tS'· II.. o/ 7 1.,.'l,. t .0, 2. 4-~ ,,:;f 1 + ,.::,~ l ,, . .. ,• ,, . ' ,, .•, . .. Air Conditionine: - Commercial @ - Residentiai -· @ -. Res. or Comm. n 011 J ,r;-.. i c.o,1 c:::; 1 s;:;-o Fire Sprinklers @ Total Value z~t, ~4-0\ ,t::iO fee Adjusted To Re-fleet 0 Eriergy Regulations (fee x 1,1) OHandicappe~ Regulations (fee x 1.065) " Building Permit fee.$ /'1/;?, +-2.~G, ':'.-,.2-,ll!;i $. 4i5 +~ . .?~· Plan Check fee $ ><-1 t.,C, $ 44). '2. O · __.;::....._ ___ ...:....;;'---------------------.......,___,c....;.....;.._ ___ _ COM ME: N TS,_• -----~--_1 _~ ________ ........., _______ + ____ lf_O_._t'J_~'----- 8/4/82 :, . : . . ·.· .. .. ; .. , • . ~-... ~ .... .. .. . ~ . . ~. v ' ' .,, • • • r• '· .. . . . · ... .. ..... : ~-.: .. : .. . • .. .. . · ... • Dates l-'2.c;:,-1:;7 . Prepared bys M, Al't-JZ.A-VALUATION AND PLAN CHECK FEE o Bldg. Dept • 0 Esgil PLAN CHECK NO. P;(e -a:,4-( / \ BUILDING ADDRESS 1-ol-<.:e:.R Ava \Vj::.-:,,-\...,8L..O -r:,,~ . APPLICANT/CONTACT JAy E=.1-l-I or,: PHONE NO. (o 1:f-Lf:80 -O:> 1 l BUILDING OCCUPANCY 62 DESIGNER PHONE --------- TYPE OF CONSTRUCTION . V>-J 'CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER W/tp..t., ~e Jooe,i.f 2r2.---2-z..:2:-:-0 G:, e, . .:, ::, , C ., ' .. : .. ' . , .' Air C~nditionin.2: - Comm·ercial @ Residential -@ - Res. or Comm. /0 ""+ Fire Sprinklers @ /,f'-0 ltG;1+/, .;;,~ To·tal Value ~~1 2,oq oO . Fee Adjusted To Reflect D Energy Regulations (fee x 1.1) [)Handicapped Regulations (Fee x 1.065) ) Building Permit fee.$ /fj?:, ,f--' 2,~ t.;.,c...i,~ :, $.77~·· Plan Check Fee $ -:,L...·, t,,f? $ ti, ot;',,,.,,J O · --------------------------------~-'---..;._...;_ __ _ C O H H E N rs~: ____ G_,;~~~-J_t_.,.. ___ ~ __ , __.c;,_ .. ___________ .:_t..},_:::;_~~-'?..;..r._l(p;__ ____ 8/4/82 ... - ·.· . ; .. ,j· . .· •. . ,':, ·:· .. .. . .... · .. · : . . . . -~ii -;: :, "'l ., •r- ... Jurisdiction CA~'-? bl\O Dates~/!:4, . Prepared by, t,-1, AtNZ.'°' VALUATION' AND PLAN CHECK FEE a Bldg. pept • 0 Esgil PLAN CHECK NO. 2,(p • G:, 4-\ Bu rtorNa ADDRESS L oke:R AV=-. ~ ~c.;,T e1..o A/ A 1 I APPLI_CANT/CONTACTJ~y EL..L. IQTT" PHONE NO. G:71.-::J • Cf-6:,-.. 0:, I I BUILDING OC.CUPANCY 52 DESIGNER PHONE ------- TYPE OF CONSTRUCTION V .,J CONTRACTOR PHONE -- BUILDING PORTION ,i,p~ f'.;:12.. T'\ _, ~ w~ ~%-f'9r2. ,..)t)~ Air Conditioninf! Commercial . Residential r · Res. or Comm. ~-. Fire Sprinklers ~ "-Total Value fee Adjusted To Reflect ----- BUILDING AREA VALUATION VALUE MULTIPLIER ~.'2.:Z-9 ~ '+'1, _) 1./-q I 7 &:) .... -=> /?, u,;-*" 2.2., QY '+::,o ?I :::, , ~ 0 l I \'\) 'lr? t.j-?---.I \ ,v d -. f'\ ,.\l ~ \ V· \. -. , -11 \ ~n\~1 ' ' . JI'-\"\ " \ V { (\/ n-....,) ~ ' "' -V. I(""'\ . /1 \J. r, -I tq1.l2"P, @ '2-,'60 1.,it;" <fs I 4:, • ~~ I--~ "-(cl ~ @ .... I hj-t:'1 b,-lo_c,o • o~ D Energy Regulations {fee x 1.1) OHandicapped Regulations (fee x 1.065) ' B uildiri g Perm it fee $ __ 2, ___ ;_e::,_~_1.-_,_q_· _+_-_I~""-::, ______ -,-----"'-$_· '2._~_S,_o_·, _1!;5_a_· _ Plan Che ck f ee___.$:;..__ ..... ~-'--'-'-~-S--_____ ....,.... ______ ___:::S_J-=-'5....;'f-~· 7.;,...:..., -=b:.....~;;___ CO HM EN TS._•-------------------------------- 8/4/82 . :·.:-. ~-.. . . . -~-~ ,,;·;.:. __ --.A ~ .. •. . ... Date,~<'¼, .Prepared bys ~. AINZ.~ Jurisdiction CJ\,:;ti.,.c:, e:,P\O VALUATION AND PLAN CHECK FEE a Bldg. pept. . 0 ESgil PLAN CHECK NO. ~ .. G:, 4-\ BUILDING ADDRESS L Ok.ER P..VE. , '>l S:e;,T ( t::4-C, , I:, j APPLI:CANT/CONTACTJAy ELL-\QTP PHO?IB NO. ~-I~ .. 46::,. 02, IV BUILDING OCCUPANCY &'2. DESIGNER PHONE -/ TYPE OF CONSTRUCTION V i-..1 CONTRACTOR PHONE / _/..,.____ BUILDING PORTION Air Conditionine: Commercial . Residential Res. or Comm •. Fire Sprinklers To"tal Value fee Adjusted To Reflect BUiLDING AREA VALUATION MULTIPLIER / 4-'},o V112 e12.. 00 I 7 I I ·I / I I I I 1/ f @ I , 0 Energy Regulations (fee x 1.1) OHandicapped Regulations (fee x 1.065) ., B uildin' g Perm it fee $ -'3 __ t;_q..........,)<'._2_,_.~;.,_.;..+_) ___ ·?{ __ '.3=----..a.------=$,.__/_O_f8"---0_, · q_Q __ Plan Check fee $ )( , t:,C;; $ 101.,. ·.~~ CO H HEN TS'-: ----------------,,--------------- 8/4/82 .·. . ~== . :.: '• .. ·= .. - Dates~~_ Jurisdiction C~·RJ-<:,Ft,P\O . Prepared ·by 1 }'t. ~!NZ.~ VALUATION AND PLAN CHECK FEE o Bldg. pept • 0 Esgil PLAN CHECK NO. ~ • ~ 4-\ BUILDING ADDRESS LOkER AVE , ~J S:C;:,i 81-..0 C, l ) APPLI_CANT/CONTACTJ~y ELL-tOTr · PHONE NO. "71'1 • 462' • Oo 11 BUILDING OCCUPANCY €,2 DESIGNER PHONE - TYPE OF CONSTRUCTION V>J 'CONTRACTOR PHONE ... / / BUILDING PORTION BUILDING AREA VALUATION VALUE/ MULTIPLIER 7 llJA-~~ ~01s ,z.,z.., 0 .. VJ'1 (ot:;p. ~ 0 \ 7 V I I 7 7 /- I I I - I J Air Condi ti-onine: I Commercial . I @ -' Residential I (cl - Res .• or Comm. . I Fire Sprinklers @ Total Value V / 7 7 (p,6 0 • .!) 0 .. f"ee Adjusted To Re fleet 0~ Re ulations (Fee x 1.1) "' gy g 0 Handicapped Reg'ulations (Fee x 1.06.5) B uildiri g Perm it Fee $ __ 1._i __ f:J ____ -,t. __ '1.._,l""_"?_-f-__ J __ e.,_2c;;_.. ______ ..,._$ _· --~a.-2...;::f>=--·--- Plan Check F' ee $ X. , 4;,,c;;-$ 4-o~ '2.----'"'----..;......;..------------,---_..::;-____;::......a....::::;:._ __ COMMENTS._• ________________________ _...;., ______ _ 8/4/82 .. m .. .. :• • !· .. -:~ 4 . Date1J.~ .. 1.:4~. Jurisdiction C.t\R~~lol\O . Pr.ep.ared by 1 },\, /\!NZ.Fit-VALUATION AND PLAN CHECK FEE CJ Bldg. pept • 0 Esgil PLAN CHECK NO, S,(e .. G:, 4-\ BUILDING ADDRESS L OkER. ~VE. , ~ 5:(;,T (s1-o o) APPLI_CANT/CONTACTJ~y ELL-\OTT' PHONE N0. ~1'1 • 462> • Oo I l BUILD.ING OC'CUPANCY e,2 DESIGNER PHONE -/ TYPE OF CONSTRUCTION Vi-J l CONTRACTOR PHONE -/ / BUILDING PORTION BUILDING AREA VALUATION v~ MULTIPLIER / w ~1'2..S ~bE:: t:f 227'2.. · ; ,J 2-2-.. / /2/7 l~t.f.~..:, ' / / / / / ,/. 1· I I I -I. I Air Conditionin~ I Commercial . I @ Residential I (cl Res. or Comm. . I Fire Sprinklers @ Total Value d' '2.17 1?S+.;~ fee Adjusted To Reflect D Energy Regulations (fee x 1.1) OHandicapped Re~ulations (fee x 1~065) Building Permit fee $ '2.lb >'-. '7-,·c::;, +--l c&_:;, $. 1'2-f:;) '•.;;;,--;> ' Plan Check fee. $ >(. , l.Pt:i $ 'r 7?:J , Z.. ~ ----------------------------'------------'----- CO HM EN TS'-• -------------------------------- 8/4/82 . :·' • ! ,, .. ··=. .-,, ES·GIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 !,)ATE: /1.. ( JO l btp JURISDICTION: C,,\K'L~ f;, 'A;.O. PLAN CHECJ< NO: _.,,.!,'---'(o=----C;,---'4-_l ________ _ PROJECT ADDRESS: l-Oke.~ A.VS. \\JE'bT. PROJECT NAME: D 0 D ·D •• . /•" D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will su~stantially comply with the jurisdiction's building codes when minor deficien- cies identified-----------,----are resolved and checked by building department staff. The plans tra~smitted herewith have significant deficiencies ident~fied on the enclosed check list and should be corrected and resubmitted for a complete recheck • . The check list transmitted herewith is· for your-information. .The p~ans are being held at E~gil Co~p. uritil corrected· plans are submitted for recheck. . ·. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Hie. H-k~O ~ ~=--o c,1 Pr,:6;, Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: .Jr\-( £.L,L,lo11"' (A)(OY)C\ OLL,W\bd i ...J Date contacted:. 1~/ I I Telephone # ~11,.. LJ-,g:; ,. 05 { I REMARKS=---------------------,.---------- Enclosures: ---------------- I· !·, l· ,_ l l :;.: ::: ··: -~· ... ' ';;. •· '2-G:, .... u, ~ I PI.AH CHECK NO •. _,:.:~.l~;__.....;;;,.__.:-...;.,...------ JURISDicrIOH: C,A~L,~ 5P\ 0 m:· H6H ,OCCOPAHCY:,_..!:e,:....,Z..... _________ _ BUILDllfG .USE.: t!?FC.. I W>r;Rz.Hr:;11.)~'c... ; ;rYPE QF ~HS'.i:RUc:r.IOH:_V.;...:..t::> ___ • _______ _ ACI:UAt AREA: ~z t'ATA-eit1 ~-,- ~ AREA: :=,t,t, t?/r'fA-Gl-t~.,.....,.- SIORIES: "';:)!;:.,~ l:?fr'f'/Jr-6tt~ BEIGm:: ~~,::.. r.:,(rj":'~ ~,... SPRIHKLERS:,_'-J...:.., ,;._~7.:::;,_ ______ _ REMARKS:, __________________ _ PLAHCORRECT.IOH.SBD:r GENERAL COMMERCIAL Date plans received by jurisdiction: Date plans received by Esgil Corp.: Date initial plan check completed: Applicant contact person: 1,)z.1}~?, 'Iel. ~1'9 -lJ,-e,;,.. ()~/) Plan check is limited to technical requirements contained in the Uniform·Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Departm~nt or otheJ;" departments. Present california law mandates that construction comply with Ii,tle 24-and the applicable model code editions adopted, ,with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1982 UBC. The above regulations apply to construction, regardless of the code editions adopted by ordinance at the loc·a1 level. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations._ Per Sec. 303 (c), 1982 Uniform · Building Code, the approval of the plans does not permit the violation of any state, county or city law. · Io speed up the recheck process, note on this list {or a copy) where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. List No. 30, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS 1 4/23/86 . . ' JURISDICTION C,l\R.L.-o 2,~ I? ----'---'-'...,_.;~--'------ PLAN CHECK NO._ .... 8 ..... & .... _-_b_tJ..__,· _! __ _ DATE ) '2-.,. ~ .. ~ BUILDING AREA, HEIGHT AND STORIES DATA SHEET TYPE OF cof.isTRUCTION/ALLOWABLE AREA ANAiYSIS Buil_ding Designation ~IA/ l:> G, .0 Type Construction Shown \J 'Iv \)..._, \J)J V,.J Number of Stories and Height { -~c:::i' I -IA' I -1.11 I -, Cf Basic Allowable Area ~-:,?~ ~0.?.;:) _<,{ 0 {:,> ~ X'<v~~ Increases ---For Multi-Stories For Yards Feet On ~ Sides t:;o '"I,.. S.;;,,./o. S-t:.i./1) Sc,;7-a For Sprinklers ---- Total Allowable Ar.ea )~ .::i-;)-::> ./'2-~ } '2,. 0::, 0 )Z, c, . .;;, .;:a Actual Area Total ~~ ~~~ ·/.I 'iOQI. II SG-o ~~7"2.- Area Separation Wall's Yes Go"\ Yes LNc>"I Yes ~ Yes ~-Yes ~"--- - Over Area ~ No Yes ~ Yes CNo"', Yes -~ Yes C'.1l'cl-, Over Height Yes c; :l'l0....., Yes -~ Yes aio") Yes _C'No'} Yes \..~ Over Stories-Yes C"""Nci°'"'I Yes ~ Yes ~ Yes nra""", Yes C. No"'-o -- DS486 . '. ;. \ A. ·PLANS @ Ple-:se make all corrections on the original tracings and submit two new sets of prints, and any original plan .sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 1208, San Diego, California 92123, (619) 560-1468. ~ Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction1s building department. B. GENERAL ' Provide the site address and a vicinity sketch on the Title Sheet. ~ Provide the names, addresse~ and telephone numbers of the owner and the responsible design professionals on the Title Sheet. " All sheets of the plans ~d the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the design. Please include the Califo~ia license number and the dat~.the plans are signed. ~~ Indicate on the Title Sheet whether or not a grading permit is required for this project. 2 4/23/86 v) Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion ~f the project shown -....----,...,,..\\J"~~-·-· .. -..-..-~.·1~.01--................ ~,..,...-1.,. on the site plan that is not included with !;he ......_,__,,.__~,_1-,_ ... ---... -, .. ~ ... .-... •'""' • _ _,. • ' ,. . •• ., ....... ~· -~ building permit application filed should be ~---.. _.......,.,.....,,.......__. ~ -~~ • ~ ..... -• ...,..,.~ •"""''''..., .,.~-•, " , •"' ..._,,, I ,.,.,.,,.,. clearly identif1ed as 11not included" on the site i,1an·oi=·-i'itie· sheet:"··-----····--· --·· · ·· .. ---------~-.. ~-~-~ C,"s.:;) P~ovide a Building Code Data Legend on the Title Sheet. Include the following code info~tion for each building proposed: --Occupancy Group '"Description of Use -Type of Construction ~~ers: Yes or No ~~s) Floor Area Justification to exceed allowable area in Table 5-C. Justification to exceed allowable height·or stories in Table 5-D. C. SID PLAN ~ Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building ·area and dimensioned setbacks.· ~ Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan11 • ·~ Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under :this permit and any proposed future buildings. di) Show on the site plan a~l proposed walls, retaining walls. and fences. Specify their heights on the plans. ~-· Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. ~-Show and dimension on the site plM all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. 0show on the site plan, or provide the --grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and ·gradients of cut or fill slopes. ~ Show dimensioned parking layout including ariy required handicap access spaces. ~IP NoNi ~.-:, eiT'l'\--Tc:.- (__;'./ _~uow the location of any designated flood plains, open space easements, or other development. restricted areas on the site plan, · D. LOCA:rl01' OH PROPERff ~ When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the pw:pose of determining the required wall and opening protection and roof cover requirements, per Section ·504 (c). _An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(~) will comply with Section 505. 3 4/23/86 >t... Buildings over one story and containing courts shall have an assumed property line for the pw:pose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls w~ll be made to comply with Section 504 (c). "2Q_. The exterior walls less than ____ feet to a property line or an assumed property line, shall be ____ fire-rated.construction. Section __ 03 (a)~ ~-Exterior walls shall have a 30 inch parapet when l~ss than ____ feet to a property line or an assumed property line. {See exception, Section 1709.) ~ The exterior wall shall have protected openings (3/4 hour) when -closer than ___ _ feet to a property line or an assumed property line. Section ____ 03 (b). ~-The exterior walls shall have no openings when closer than ___ feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section ___ 03 {b). ~. Eaves over required windows shall be not less than 30 inches from side imd rear property lines. Section 504 (a). ~ Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. ~-Projections may not.extend more than 12 inches into areas where openings are not allowed. Section 1710. ~ ... . \ •'. ~ Projections over publid property must comply with Chapter 45. · ~ Projections may not extend more than one-third the distance from the exterior wall to the·property line or one-third the distance from an assumed vertical plane located where fire-resistive protection of openings is first required, whichever is least restrictive. Section 504 (b) • · ~ Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). ~ When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). ~-A covered passageway connecting separate buildings must comply with the requirements for an arcade. Section 509. ~ Exterior exit balconies cannot be located in an area where OJ>enings are required to be protected. Section 3305 (i). -~ Exterior stairways shall not project into ·yards where protection.of openings is required. Section 3306 (n). ~-Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire- assemblies having a rating of not less than three-fourths-hour. Section 3301 {b) definition .and Section 3311 (d). ~ Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire-;esistive_rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. ~ Openings for scuppers, mechanical equipment vents, foundat~on vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section ___ 03 (b). B. BUILDIIE A.RF.A ~. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). ( r-eii..~ A A-1 ~ As shown, the l;luilding{s~e over area for the Type of Construction shown. Table 5-C. ~ The total floor area of a multi-story building cannot excee~ twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506. ~ No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. \J.. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. Section 505 (c). 4'l. A basement need not be included in the total a}lowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building. Section·5o5 {d). lfJk-1..,~~ u~o F.:,1'2.-~klN~ w , , rJ f~ CPpG ~J A-IAh I~ P,.. f@I ?,.;l.le_ ~·:::>l.,t)-1} O,:) .. 4,,~(Q'o !l,Vi ~A:1J ~oT lee Ip~ o/ {?r'f2.ribr-$!.&P~Q_qf/o~ 4 4/23/86 =~ :- ,-' ~ Usable space under the first story, when ~onstructed of metal or wood, shall be separated from the non-usable space; and the story above, as required for one-hour fire-resistive construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness.. Section 1703. 1~. Show the basis for the rating of the 6c.cupancy separation you propose, i.e., Item . \ number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. ~-In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). l~ Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). ks. The maximum number of required exits and £heir required separation must be maintained until egress is provided from the structure. Section 3303 (a), ~-Where a required exit enters a yard or court the minimum width of the yard or court shaU be 4411 and the yard must be unobstructed and, lea4 to a public way. Section 3311 (b), Section 3301 (b). ~ Where required exits enter an exit court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 (d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. 10 4/23/86 1~. Change in width in a exit court shall be effected gradually by a guardrail at least 36 inches high and making an_angle of not more than 30 degrees with the axis of the court. Section 311 (b). ~9. Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire-resistance required for 'the building, with a minimum one-ho~ f~re-resistive construction. Exit openings in the walls shall'be protected-by a three-fourths-hour assembly. Section 3312 (a). h,o. Basements re~uire two exits. )ection 3303 (a). \ii. Total width of exits in feet shall be not \ess than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3303 (b) and the maximum width required for any story shall be maintained. N2. No point in the building shall be more than 150 feet {200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured alo~g the path of travel. This may be increased 100 feet if last 150 feet is in'a corridor. Section 3303 (d) (See exceptions). ~-Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control or when equipped with panic hardware. Section 3304 (b). . ' ' ~-Exit doors should swing in the direction of egrees when serving occupant load of 50 or more, Section 3303 (d). See doors _______ _ ~ Exit doors should be openable from the inside without the.use of a key-, special knowledge, or effort. Section 3304 (c) [Note that exit doors serving '.!-0 or less occupants may have a night latch, dead bolt, or security chain per Title 24 2-3303 (c).] t-l;Ji".:.. q.) -f'L.~ ~ Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door-swing of 90 degrees. Maximum leaf width is 4 feet •. ·section 3304 (e). :'m . The net dimension ( clear width) at doorways should be used in determining exit widths required by Section 3302 (b). Section 3304 (e). In consideration of door thicknesses, panic hardware, door swing etc., the required exit widths have not been furnished. See door ~egardless of occupant load, a floor or landing not more -than 1/2 inch below the threshold is required on each side of an exit door. Section 3304 (h). ~ Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305 (d). -~· Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304 (g). ll. 4/23/86 -~. A door may open over a stairway landing provi~ed the door, in any position, does not reduce the clear area of the·landing, in the direction of travel, to less than one-half tbe required width of the stairway. Section 3306 (g). ~-Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15. shall have handrails as required for stairways. Minimum size landings and landing clearances must be provided. Section 3307. ~-Stairway width must be at least 44 inches ~en serving more than 50 occupants; 36 inches when less than 50; 30 inches when used as a private stairway serving less than 10 occupants. Section 3306 (b), Section 3301 (b). h4. Seventy eight inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosings. ~-Stairway handrails should not project more -than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306 (b). ~6. Enclosed usable space under interior or · exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x@ 1611 O.C. nailers. Section 3306 (m) (n). 12\.,_Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not less than 5 feet. Section 33"06 (g) and Section 3304 (h). ·' ~.Provide a complete architectural section of tlie,_corriaor, and exterior exit balcony, showing all J:ire-resistive materials and details of constru~tion for all floors, walls, roof and all penetrations. Section 3305 (g). ~ Ceilings of combustib.le materials cannot be suspended below the one-hour corridor ceiling. Section 3305 (g). ~-Corridor walls may term~te at the ceiling only if the ceiling is an element of a one-hour fire-resistive floor or roof system. Section 3305 (g). ~t See attached det;ails for approved methods of providing one-hour corridor construction. \si. When two exits are required, dead end \orridors and exit balconies are limited to 20 feet. Section 3305 (e). ~2. Exterior exit balconies cannot be located in )reas where protected openings are required. S~tion 3305 (i). K. EXIT SIGHS 1, Exit signs are requir~d for exits serving an occupant load exceeding 50. Show all required exit sign locations. Section 3314 (a). )s4. Show that exits are lighted with at least one ' . ffot candle at floor level. Section 3313 (a). \~~-Show that tl).e power supply for exit ""\.i1umination and exit signs is provided by two '\ separate circuits. (Occupant load exceeds 50 in I occupancies and 100 in H occupancies and 300 in all others). Section 3313 (b) l. 14 4/23/86 N6. Show separate sources of power for exit -"\ilumination and exit signs. (Occupant load exceeds 999 in A-1, 500 in A-2/2.1, 150 in churches, 100 in I's, 500 in B-2 occupancies). Section 3313 (b) 2. h;7, The exit sign locations as shown are not .. ~dequate. II. ELEVA1'0RS '\ss. Provide notes .and details to show the '\1evator will comply with Sections 5101 through 5105. o. GLASS AliD GLAZ]]I; ~. Specify on the window schedule the glass type ~d thickness to show compliance with Table 54-A and B. -~ Specify safety glazing for glazing in hazardous locations such as gl~s doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. l'M. Glazing, in the same wall plane as a door, ~st be safety glazing if within 1211 of the door and less than 6011 above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 7. @1ass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. ,i.i,e 6~~1f"1(., CAS6. (;!, L...o~ll...t-0 A-T"" W""> ~M&t-N~ NO?.-TH- St..Sv. o"tJ 6Ht:e, S, cC.Heci~ ~i..L.. ~~ ':i\ M , .C..:.::,10 0 I TI o r,:h • ~-Glazing in showe; ·~d tub enclosures shall be --~ered, laminated or approved plastic (including windows within 5 feet of tub or shower floor), Section. 5406 (d) 5. P •. ROOF ~-Afire-retardant roof covering is required. See exceptions under Section 3202 (b). ~ Specify roof pitch. ~ Roof ~itch is not adequate for roof covering specified. Specify minimum pitch of ______ _ ~ Specify roof material and application. '~ Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC. .~ Specify ·roof slope for drainage or design to support accumulated water. Section 3207 (a). @show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). Of~IZ-F(...~ MO~T rtA\J~ ~,:,.~'-:.L>..N'T"E:., t:'P-'rlt-l ?If'~ IJ"'-' 32.:,1(~) 'Nl· Show the legal basis to allow roof drainage to flow onto the adj~cent property. ~ Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq. ft. and 100 LF, if sprinklered). Section 2516 (f). ~ B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. ~ Provide skylight details to show compliance with Section 3401 and 5207 or provide ICBO or other recognized approval listing. 15 4/23/86 ~-Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. ~-Show attic ventilation. Minimum vent area is 1/150 of· attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). l"J{· Provide a minimum 2211 x 3011 (or 3011 x 3011 if equipment is in attic) attic access opening. Section 3205 (c). Q. FIRE EXflllGUISHIIE ~. Fire sprinklers are required for any story or -~ement when the floor area exceeds 1,500 sq. ft.and there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). ~-Fire sprinklers ~e required in a basement if ~ portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). ~O. Fire sprinklers are required at the top of fubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floors shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). ik1. Fire sprinklers are required in retail sales --~pms where the £loor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors. Section 3802. ~ .. Provide fire sprinklers ________ _ Section 506, 507, 508 or 3802. See also jurisdiction ordinance. }s3. When serving more than 100 sprinkler heads, iutomatic sp~inkler systems shall be supervised by an approved cen,tral, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. ~4. Provide class ___ standpipes per Section ,807. A first story as allowed by Section 702. · shall be included in determining the number of stories when determining if standpipes are required. Section 3806. R. FOOl'IDArlOII ~-_Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design reco11111endations based on the engineer's findings and shall -comply with UBC Section 2905. @specify on the foundation plan gr structural specifications sheet the soil classificatio~, the soils expaiisi~n ~~ and the design bearing capacity of the.foundation. c:::!!!) Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recomendations in the soil report are properly incorporated into the plans. (When required by the soil report). 16 4/23/86 188. The foundation plan does not comply with the following soil report rec911111endation(s) for this project _________________ _ ~-Provide notes on the foundation plan listing the soils report reco11111endations for foundation slab and building pad preparation. "'bQ. Note on the foundation plan that: 11Prior to 'the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: · a. the building pad was prepared in accordance with the soils report: b. the utility trenches have been properly backfilled and compacted, and; c. the foundation excavations, forming and reinforcement comply with the soils report and approved plan11 • ~-Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. ~-Show height of all foundation walls. ~pter 23. ~-Show height of retained earth on all foundation walls. Chapter 23. ~--Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. ~ Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. '\ {ii) Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). n:l,. Dimension foundations per Table 29-A. HUIIIERO, THICKHISIO, OIPTHIILOW fU)C)RS fOUHOATION WALL WK>THO, SUPPORTED (lflc:hNJ, THICKNHI UNOIITUAIID fOOTING Of' fOOTINO GIIOIJNO IY THE • UNIT , ...... , ,_, suA,ACE ,fQUNOATION1 CONCRETE MASONRY , ...... , I 6 6 12 6 12 2 8 8 u 7 18 3 ,o JO 18 8 24 ~8~ Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. i°99. Show foundation bolt size and spacing. Section 2907 (e). ~-Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance .and spacing. Section 306 (f). ~-Show size, embedment and location of hold down anchors on foundation plan. Section 2303 {b) 4. · zb~. Note on the plans that hold down anchors must be tied in place prior to foundation ins:pection. · ~-Show adequate footings under all bearing walls and shear walls. Section 2907 (d). ·)04, Show stepped footings for slopes steeper than ' 1:10. Section 2907 (c). ~5. Show minimum 18 inch clearance from grade to \ . bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 25i6 (c) 2. 2~. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 2~ Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. 17 4/23/86 .~8. Show minimum tinder floor ventilation equal to t sq. ft. for each 150 sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. -2~. Specify that posts embedded in concrete shall be pressure treated per UBC Standard No. 25-12. Section.2516 (c) 1. s. HASOllRY ¼,o. Show veneer support and connections in . Seismic Zones 3· and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and i9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. ~-Show height and construction details of all ~onry walls. Chapter 24. ~2. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 41 in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. 2¾; Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per l,ineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2212 (j) 3, A. 2\... Provide details for damp proofing the --~undation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). :: ~S., Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max. 101; non-bearing: 2 x 4 max. 141 , 2 x 6 max. 20 1 , Table 25-R-3. ~-Studs supporting two floors, a roof and · ceiling must be 3 x 4 or 2 x 6 at 1611 o.c. Table 25-R-3. @~rtificate of Compliance for glued laminated woo-d-memb{!rs shall be given to the building inspector prio~re,tion. Section 306 (f). t,~::,.. E;i::..1....JOv.-' . ~. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). ~-Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513, "9.~3. Specify nail size and spacing for all shear ~lls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension-ratios. (Tables 25 I, J, K) and Section 4713 (d), ~ Show 311 x 411 or 211 x 611 studs in first story of three story building. Table 25-R-3. ~-Provide truss details and truss calculations f~ this project, b~ Provide roof framing plan and floor framing plan. Section 302 (a) 7. · ¼, Provide framing sections through 19 4/23/86 ~-Specify all header·sizes for opening over 41 wide. Section 25H (g) 5. ~. Pr.ovid·e calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. ~O. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. -~. Show on the plans all structural requirements .developed in the str'1:1ctural calculations. ~-Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. '!\3· Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated-wood is used. Section 2516 (c) 4. ~-Wood stud bearing walls! with studs at 2411 · o~-, require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 1611 o.c. and do not bear within 511 of the supporting stud. Section 2517 (g) 2. ~-Specify plywood grade and panel i<lentification index. Table 25-N. 2-lt_6. When roof pitch ~s less than 3:12, design · t'idge as a beam. Section 2517 (h), '"1:4.,7. If foundation cripple wall studs are less than 1411 framing shall be solid blocking. Section 2517 (g) 4. ~-Cripple wall studs exceeding 4 feet in height kn be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. ~-Show plywood sheathing over exposed eaves,·or other weather exposed areas, is exterior grade. Section 2516 (g) 3. ~ .• Show a weep screed at the foundation plate line on all exterior and stud walls to be stuccoed. Section 47~6 (e). ·-~ •. Ridges, hips, and vail:eys shall be at least one size larger than supported rafters. Section 2517 (h) 3. ~-In open beam construction, provide strap a~~oss the beams at the ridge support. Section 2501 (b). 20 4/23/86 ties U. MISCEI.I.AIDOOS ~3. Show light and ventilation, for areas ~ustomarily·used by people, will comply with Section 605. ~-Provide details of restrooms to show -riompliance with Section 510 (b), regarding floors, walls and showers. ~ Provide ~estrooms1for each sex if the number of employees exceeds 4 and both sexes are employed. Section 705 (B occupancy). ~-Show unenclosed floor and roof openings, open ~d glazed sides of landings and ramps, balconies or porches more than 3011 above grade or floor, and roofs used for other than service to the building have 4211 minimum height guardrail, through which a 611 sphere c~ot pass, and designed· for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50), Section 1711. Table 23-B. V. nn.E 24 lWIDICAPP:m ACCESS 257. Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. W. ENERGY <X>IISERVAT.IOR 258. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. 258. Provide electrical plans, plan details, calculations and the completed Form 5 to show compliance with state regulations for energy conservation. ,., ., 259, Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the 11Title 24 Construction Compliance Statement Requirements", 260. Please see additional corrections, or remarks, on the following page. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, california 92123; telephone number of 619/560-1468, to perform the plan. check for your project. If you have any questions regarding -these plan check items, please i;:ontact . . MJ>..NLlBt... A1~~ F~(l. '='i~l)llfc-jcaO~ ~ t--S N ~D/'t MS.\~ f" .-:, 14 /fl 'E:-ut / IS Jl.)'S~ ~ \Jo1...1.-1G WP-.½<@o~Gg. rc£L r;:1.,.,e~. at Esgil Corporation •. Thank you. Enclosures: 1. 2. 3. r!fj) 1rtB!2..e SHO()L.,.C, 6~ ~ Pf'21':r~ C.ON&)S-67[10 JAJ OtJ ~-10 k. If\ (o e,i..;p A-~~ Cf 1.-0i ., r,J,oTt .. o(\J 1lr.t. 0 -rtt-~ ot..-oF" 1Z-6et<t'2. -1;,. ~ u~o 1w -r~ .,-. -~ fY2.6' C-f(-.:,f' -P~NtV~ ' __ r{o{l.-:, -~'--'/lo J) · U ~,e_..,.,. uJH£:-f2..'l ()_oar )'JA11.J11-J"-i 1,=,·.A,_-'2,~2,u oe..J. Mb.M?.>~fl:::f,> MIY=-T ~ o'il (b~~ v~c...-,-A"vt.,l..-L '~s· -..) -' ,t='i7oT t-.)p'f~ Z-I If') 6_1.,,0, ~, Hau.; ~~ 'fne" e-14.,,zc, _ FoR...C.-G"'? r!ll-J ~P,Ao~ 1'4-tiS'"" DGV6\.-0f't..0 ~· AC-1~ ~:::i 11::t~ ert ... P PrT ~~, o 1+ ~? f'L,6/K?f; t.-x;...A-re, .IA,,'r_lrJJ.-~ l '5 \ ~ ',~ orJ ~H&~.:r /'2-~or F/2,AM1,v~ fbf2.. !3(..,r, \,J H IG.-(,t ~ 21 4/23/86 ryg_ '1p...1 02 11~1 ~, I 5'"' _ ~<..)1-.)~ cX'- , ., • ' > TITLE'24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to 10°F in which no heating or cooling is provided to the spa.ce, if the HVAC system has both heating and cooling capa·bi1i ty ;. 5. Be able to terminate all heating at 70°F or less; and 6. Be able to terminate all cooling at 78°F or more. EXCEP~ION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315(a) 4, 2-5315 (a)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan ~hut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be d§?igned to limit air leakage into or·from the building envelope. . ' . Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- qµirements. (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. S~itching devices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equal$ or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, orthat control each lamp in a space independently meet the requirements. o.f this section. (d) In all areas where effective us.e may be made of natural light, lighti~g circuiting shall be arranged so that units, in all portions of the area where natural light is avai.lable at the same time, are switched independently of the remainder of the area. · Occupant Operating and Maintenance Information to be Provided by Builder The build~r shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtur.es Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having de~ices that limit the outlet temperature to a maximum of ll0°F) Section 2-5314, Table 2-53G. , , . TITLE 24 CONSTRUCTION COMPLIANCE STATEMENT REQUIREMENTS (To be noted on plans or specifications) CONSTRUCTION COMPLIANCE (a) Prior to occupancy of the buildin~ the person responsible for the construction .or installation shall provide the building department a signed statement, showing the building permit number, and listing all the manufactured devices in~ stalled, including the name of the manufacturer, model number date of manufacture, manufacturer's stated efficiency, including the source cooling power index, source heating power index and fan performance index of each HVAC system. In lieu of the list referenc~ may be made to the ·plans and specifications, if all the above in- formation was contained in the plans and specifications. Each document shall be signed by the person re-·. sponsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, building designer, general building contractor, or specialty con- tractor, licensed or registered to practice by the State of California; or shall be the building owner if he or she is allowed by law to prepare t~e document. If ~ore than one person has responsibility for building design or construc- tion, each person may prepare and sign the document or documents applicable to that portion of the design or construction for which the person was responsible; or the person with chief responsibility for design or construction may prepare and sign the document for the ent.ire design,or construction. INSULATION CERTIFICATION Prior to occupancy the insulation installer shall post in a conspicuous location in the build- ing, a signed certificate containing the build- ing permit number and stating the insulation was installed in accordance with the approved plans and specifications. The certificate should also show the manufacturer's name, material identifi- cation, "R" value and, for blown insulation, the minimum weight per square foot consistent with manufacturer's design data. TITLE 24: DISABLED ACCESS REGULATIONS iNON-RESIDENTIAL CHECK LIST! AT EACH CIRCLED-ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. A. WALKS AND SIDEWALKS (SF.C. 2-3125) 1. ·walks and sidewalks sh:.ill have a c:oncinuoua com• mon surface, nae in1errup1ed by srep,.or by abrupt changes in te,·d exceedin~ ~ _inch, and shall be a .minimum of 48 inches in widch. 2. Surfaces with a slope of less 1han 6 percent gr:adicnt shall be at least as slip•resistanc as chat described u a medium salted finish. 3. Surfacrs· wilh a slope of 6 percent gradient or greater shall be slip•rcsistaiu. 4. Surface· crou slopes shall-nae exceed !4 inch per foot. .5. Walks, sidewalks md pedemi:an ways shall be free of gratings whenever possible. For gratings locaccd in the surface of :any of lhesc arcu, grid openings in gralings shall be limited 10 Yz inch in che direction of traffic flow. 6. When the slope in chc direction of travel of any walk exceeds I vertical to 20 horizontal ic Jhall comply wilh che provisions for Pedestrian Ramps. 7. Abrupc changes in level along any accessible route shall not exceed Yz inch. When changes in level do· occur, they shall be beveled wich a slope no greater than I :2 excepc that level changes nae excccliin1 ¼ inch may be vcrtic;u. When changes in lncb greater than Yz inch arc necessary they shall comply wich the requirements for curb ramps. 8. Walks shall be provided wich a lc,·el area noc less than 60 inches by 60 inches ac a door or pee that swings toward the walk, and not less than 48 inches wide by H inches deep at a door or gacc chac swings away from the walk. Such walk,s shall extend 24 inches to the side of the mil!-c edge 0£ a door or pee that swings. toward the walk •. 9. AU walks wich concinuous gradients shall have level areas at least .5 feet 'in length ac inccr,ab of ac lease every 400 feet. B. HAZARDS (SEC. 2-33.26) 1. Warning airbs. Abrupt changes in level, except between a walk or sidewalk and an adjaci:nc street or driveway, c:icceding 4 inches in a vertical dimcn• sion, such as at pl:anccn or fountains loatcd in or adjacent to walks, sidewalk,, or ocher pedestrian ways, sh'all be identified by curbs projecting at Inst 6 inches in height above the walk or sidewalk surface to warn the blind of a potential ~op off. When a guardrail or handrail is provided, no i:utb is required· when a guider:ail is provided centered 3 inches ( plus or minus one inch) above the surface of the walk or sidewalk: the w:ilk is .5 percent or less gradient or no adjac:cnt hu:ird exists. 2. Overhanging ObstructioN: Any 0bscruction1 that overhan,i:s a pedestrian's way. shall be a minimum of 80 inches above the walking surface as measured from the bottom of chc obstruction~ C. PARKI~C (SEC. 2-7102) I. The following table cscablishcs chc number uf handi• ~pped parking spaces required: Total Number of Parking Sp.11:es I• -iO ••••••• 41 • 80 ••••••• 81 • l:?O ••••••• 121 • 160 •.••••• 161 ·300 ••••••• 301 • 400 ••••••• 401 • 500 ••••••• over 500 ••••••• Number of Handicapped Parking Spaces Required I 2 3 4 5 6 7 I for each 200 additional spaces provided When less than .5 parkin11 spaces arc provided. one shall be 1-l feet wiJc and lined to provide a 9 fooc p..-kinc area :and a 5 fooc luadin11 and unloadinc area. 2. l'hysi1.1lly handi.:appcd parli.inll! spaces shall be Ii> c::a ted .11 near :as pra.:tical to " primary entrance. Ir unly one sp.ic:c is pruvid.-d, it shall be: 14 feet wide and lined tu pruviJc a 9· foot parkin11 uea and a .5 fuot lo.1Jin1C ,md unloaJinic area. When murc than one spa..:e is prc~iJc.cl in lieu of pr0vidin11 a 14 fooc wule space for each parkinl( spa..:e, two spaces can be provided within a 23 foot wide area lined to pruvide· a 9 fuu1 par kin!! :area on each side o( a 5 fooc luadinir and unloaclinir area in the ccnu:r. The min• imu~ lcn~h of each parkinir sp,.cc shall be 18 feet, 3, In-eac:h parkinir .1ri:a, " bum?,:r or curb shall be pro- \•idcd and l0~-a1ed 10 prevent encroachment of cars over the-required width of walkways. Aho, the space shall be so locaced that a handicapped person is not ·compelled to wheel or walk behind parked cars other . ch:m their own. Pedestrian ways which arc accessible to the physi• ally handicapped shall be provided from each such parking space to rcaltc:d facilities, including curb cuu· ur ramps as needed, Ramps shall not encroach into any p:u-king space. EXCE?rIONS: 1. Ramps located at the front of · physically handicapped parking spaces may encroach inco the length of such spaces when such i:ncroachmcnt docs not limit a handicapped penon's capability to leave or enter their vehicle thus providing cquivalc1,t facilitation. 4. Surface: slopes of parking spaces for the physically handicapped shall not exceed ¼ inch per foot in any direction. .5, Entrances to and vertical clearances within pa.rking scruccwcs shall ha:vc a minimum vertical clearance ol 8 feet 2 inches where required for acccssibilicy to '1.indic:appcd parkinit spaces. 6. Handicap parlung identification signs shall be provided as required by Section Z•710Z(e) in the rollowing lccaticns: •• On tbe pav"""'"t wi'thin each re.quired park- ing •PK• b. At the entrance t~ the parking facility. • D. SANITARY FACIUTIES(SEC. 2-5U) 1. Whcie separate fac:ilitic• arc provided for non•handi• capped pcnon,s o_f each sex, separate facilities shall be provided for handiappcd persons of each sex also. Where unisex facilities :arc provided (or non- handicapped persons, such unisex facilities shall be provided for the h:andiapp:d. 2. Where sanitary facilities arc located on accessible fioon of a building, they shall be made accessible to the physially handicapped. 3, Passageways leading to sanitary (acilitics shall have a clear acci:ss width as specified in . Chapter 33. All doorways leading to such sanitary facilities shall have: a.) A clear unobstructed opening width of 32 inches. b) A level and ~lcar area for a minimum depth of 60 inches in the direction of the door swine .u measured at right angles to the plane of the 1our in its elated position, an!f -H inches where :he door swings away from the level and clear area. 4. Multiple accommodation toilet facilities shall have the following: a) A clc:ar space mc·asurcd from the floor to a height of 27 inches above ih«: floor, within the sanitary facility room, of sufficient size to inscribe a circle with a, diameter nae less than 60 inches, or a clear space 56 inches by 63 inches in size. Doors other' than· the door to the handicapped toiicc compartment in any position may encroach inco this space by not more than 12 inches. b) A water closet fixture loc::aced in a compartment shall pcovide a 28 inch wide clear space from a fixture or a 32-inch wide clear space from a wall at one side of the w_atcr closet and a 48 inch long clear space in front of the water closet if the compartment has an end opcninir door (facing the water closet). A 60 inch_ minimum length c:lc:ar space shall be pr9vidcd in a compart1nent with the door located at the iidc. Crab bars shall not project more than 3 inches into the clear spaces as specified above. c) A waccr clotet companinenc shall be equipped with a door that has an automatic closing device, and shall have a clear unubstructcrl opening width of 32 inches when lucatcd at the end and 34 inches when loatcd at the side with the door positioned at an anitlc of 90 degrees from iu closed position. Except fo_r door opening widths and door swinirs, a clear unob,tructcd access not less than 4-+ inches shall be provided to water closet compartments desiilncd for use by lhe handicapped and the space immediately in· front 102385 -: :: :: . ' . ·=· ol a _,er doaet camputmcnt shall be not le• tbat 41 inches u mca.urcd al right anclcs to.com• pa,1mcn1 door in its doecd position. 5. SltllJl• ac:cmaadation todet rac:ilitiH ohall hMlc tlM rouo,unq1 There lhall tie ,u(rlcicnt 'IIK• u, the toUat ,_ for • -•lc:llair .... uri119 JQ incnu wide lly ~8 incllca lonq to enter the ,_ and pcr'lllit the doar to c:loae. The water c:loHt shall be located in a space wnicll prowidu a ZS inc:11 wide c:lur space fr011 a fix• tun or a JZ inch wide c:lcar si,aca rr011 • wall at one side of tlle Mtar c:loaat and ~ inc:,,ce or clear ,pace in front or the water cloaat. 6. In an cxiuin11 bu.ildin,r a sin1le accommodation coilct . Cacilicy may have the. water cloact r&xture located in a compartment which provides a clear space o{ not las lhan 36 inches wide by 48 inches lone in front 'J ( the water c:loact. 7. Crab ban lucatc:d on each side, or one side of the back of the physically handicapped toilet stall or' compartment shall be ,ccu~ly ittached 33 inches abOYC and par:lllcl to the noor. Crab bars at the side shall be :at least +2 inches lon11 with the front end positioned 2+ inches in Crone of the water closet stool and l!r:lb bars at the baclr. shall be not less than 36 inches lonir. The .diameter or width of the grlppinc surfaces of a p-ab bar shall be 1 !4 inch to I~ inch or the shape shall provide an cquivalmt grippin11 surface. If grab ban arc mounted adjacent to a wall, the spac;c be· ,_en.the wall :and the gnb bars shall be I~ inches. a~ A dear floor space: 30 inches by U inches shall be provided in front 0£ a lavatory to allow a .forward approach. Such dear floor space shall adjoin or overlap an accc:siblc route and shall extend into knee r,nd toe space underneath the lavatory. 9. Where urinals arc provided, at leaat one shall have a cleat floor space 30 inches by •a inches in front of the urinal to allow forward approach. 10. · lflerc fac:ilitin far batnlng are provided far the public. clicnta or e111lay.... includit'9 shawrs. bathtubs ar loc:iccrs. at laa.et - suc:11 racility shall C011PlY with the handi• cap acce,a standard• in Scc:tion Z-511 ( a.) 9 • 11. 11, inc:11 thic:lc idantUlcation sy,obals ohell be provided on doors ta :sanitary rac:il.t.Un. A lZ incn triangl• rar ,..,, and IZ inch dia-.,.,ar circ:le far -ie ,_ired. E. WATER CLOSETS (SEC. 5-1502) 1, The height of :accessible Wiler clo1CU shall·bc a min- imu111 of 17 inclles and a maximum of 19· inches meaaured to the top of the toilet scu. Flush conuola -shall. be opcn.blc. by an· ascillacing handle with a .maximum opcr:aung force of .! lb or by a ~occ low voltage button. The handle or butto11 shall be locaced so they arc opcr:ablc without requiring excessive body movement. · F. URJNALS (SEC. S-15.03) I. Where urinals arc provided ac leaat one clonptcd rim at a maximwn o( I 7 inches above the floor is required. ·2. Flush concrot, shali be hand opcraccd, :and sha!I be mounted no more tha11 ++ inches above the floor. G. UVATORIES (SEC. 5-1S04) 1. Lavatories shall be mounted with a clearance of at lcaat 29 inches from the floor to che bouom of the apron with knee dcannce under the front lip ex• tending a minimum of 30 inches in width with I inches minimum depth at the top. Toe clearance shall be the same width and shall be a minimum of 17 inches deep Crom the Crone of the lavatory. 2. Hoc water 111d drain pipes under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. · .!. Faueet con,trola and opcralin,r mechanisms shall be npcrablc with one hand and shall noc require tigfu iraapin11, pinching or rwistin,r of the wriac. The force rHfuircd to activate concrol1 shall be no crntcr than $ lb. Lcver-upcr:a ccd, push•tYP" and electronically concrolled mechanisms uc cumplea of aec;cpcablc . dCSiJ!fts. ScJr-do1in,r valvc1 arc :allo-d i( che· faucin remains npcn for :ac lcuc IO seconds. PAGE 2 H. DRINJUNC FOUNTAINS(SEC. 5-1507, Z-511) 1. The ,lrinkinc Councain shall be :a minimum of 11 inclica in depth and there shall be clear and unob• stNcted spaces under the drinking fountain not !cu than 27 inches in height and 18 inches in depth, the depth meaauremenu being taken from the front edge of che fountain. A side· :approach drinltin11 fountain is not accc:pcablc. 2. The bubbler shall be :activated by a control which i, easily oper:ltcd by a handicapped person such as a hand-oper:ued lever type conuol loc:ated within 6 inches of the front of the fountain, :a push bar control along the front of che drinkin,r founcain, etc. The bubbler outlet orifice shall be located within 6 inches of the front of the drinkinir fountain and shall be within 36 inches of the floor. The water stream from the bubbler shall be substantially par.lllcl to the fronHdllC of the drinkin,r founcain. ,. '¥here waccr · fountains :arc provided, they shall be lo,;,uo:d completely within alcoves, or otherwise posiuoncd so u not to encroach into pedestrian ways. L DOORS Jc HARDWARE (SEC. 2·3301, 3 304) 1. All primary entrances co buildings shall be made :accessible to the handiapped. 2. Hand :activated door opening hardware shall be centered between 30 inches and 44 inches above the noor. Latching attd locking doors chat :arc hand acti• vatcd and which arc in :a path of tr:lvel, shall be aper• able with :a-single effort by lever type hardware, by panic bars, push-pull activating bars, or other hard• ware designed to provide i:,assage without requiring the :ability to grasp the opening hardware. Locked exit doors shall aper.lie as above in egress direction. . Doors lo individual hotel or motel units shall aper· ate similarly, except that when bait and unl:atching operation is key operated from corridor or exterior side o( unit door, large bow keys (2 inch) full bow or l '.4 inch ( half bow) shall be provided in lieu of lever type hardware 011 the corridor side. Scpuate dad loclr. :ictivation on ruom side of corridor doors in · hotels or mqtcls shall have lever handle or large thumb cum in an easily reached loc:ilion. 3. Width and Heights. i. Ev!:fY required exit doorway ~I be of a size aa co permit the insu!L:ation of a door not less than 3 Cece in width 111d not less chan 6 feet, I inches in height. When installed in clcit doorways, elcic doors ~II be c:apablc of opening ac lcuc 90 degrees and shall be so mounted chat the clear width of the cxicway is not Jen than 32 incllcs. 4. For hinged doors, the openin11 "fidth shall be mca• sured with the door positioned at an angle of 90 degrees from its ·closed posicion. At lease one of a pair of doors shall meet this opening width require• mcnt. Revolving doors shall not be used :is a required entrance: for the: physically handicapped. 5. Maximum effort to opcr:ltc: doors shall noc exceed 8 • .5 pounds for cxcerior doors and 5 pounds for interior doors, such pull or push c:ffort bcinic applied at ri11ht an11lcs 10 hinged doors and ac the cen tcr plane of slidinir or Colding doors. Compensating devices or automatic door operators may be utilized to meet the above sgndards. When Ci~ doors arc required, the inaximum effort to operate the door may be increased not to exceed 1.5 pounds. 6. Construction. The bottom IO inches of :all doors except automatic and sliding shall haYC a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without crcatinc a trap or hazardous condition. Where oarrow Cr:ame doors arc used, a 10 inch high smooch panel shall be installed on Che push side of the door, which will allow chc door t"o be opened by a wheelchair footrest "!ithout ac:ating a trap ur hazardous condition. 7. Thresholds shall not exceed',; inch in height. 11 Where turnstiles arc used a door or gate that is accessible to t!lc .handicapped shall be provided within 30 (ttt. ,. lhera ohall be • level c:laar arH on each 1ide of an uil or paaHqe door. Provide 60 ir,cllee c:lHr in tlle dircc:tion of the door 1W1nq and " lnctw• on tl'le aide Ol)l)OU ta the door swing di rec ti on. "9a..,reNnta are ta be et r igt,t enqlea ta tl'le c:loMd door. 102385 ., 10. The width of the required level area an th• side into which ~he door 1w11!C,la shali extend 24 inch•• paat the strike edc;e far exterior doors and 18 inches pHt the strike edge for interior doon. 11. The space batwffff two conaecut.ive door apenil!C,la in-a vestibule serving other fhan a required ex.it stainray shall prov.id• a mini,.... of 118 inches or clear space fr0111 any door opening into the vestibule when the door ia open 90•, Doors into a veatibule shall swing in the .s-dine• tion or they both snall ning away fraa the VH~ibule. J. COIIIUCOIIS AAO mr BM.CCNIES (•SEC. 2-,3305) 1. Corridoni that exceed 200 fNt in lenqtll .,ell: a. Have a •in.i-clear width of 60 incMa; b. Have at ,a cantral location, a 60 inch x 60 inch 11.iniaa wheelellair turnitwJ/pauing spaca; or c. Have at a central location, an intervening eras, corridor (mint-~"); or .d. Have at a central location, an apenaole door "'1ic:h provides caaplyinq acces, to an area adjacent to the carridOr. JC. STAIRWAYS (SEC. 2-J 3 0 6) .i. Handrails shall extend a lllini-of 12 inct,es beyond the top nosing and 12 lnchn plus the tread width beyond the botta,a nosing. 2. The l'landgrip portion of handr~ils ~ll be not lesa than l•l/l inches nor 010re than Z inchea in cross-sectional di-.iaian or the sll~e nll provide an ~ivaient gi-ipping surfaca and nll ·have a -tll surface with no sllara earners-. 3. The upper -approach and tlle lower tread of each interior stair and every tread of exterior . stairs shall be merked by a strip of clearly con- trastil!C,l color, at least Z inc:llea wide, placed -parallel to, and not 1110ra than l ind! fraa the nose of the step or landing to alert the viaually impaired. (At,plies ta stairs· with Z or ""1re risers) 4. Open stairn-,a are not pari.ittacl. Ai•ra 911811 be sufrlciantly solid to prevent the JINN98 or aojecta larqer than 1/4 incl!. S. Tread ,urfacn sllall be sllp-rniata,t and nU have -th, r~ or c:haaferltd HpcMed edqea. The lower front edge shall be beveled or rounded. 6. Noainq Shall not project 110ra than 1-1/Z inctt past the faca of the riser below. L. RAMPS (SEC. 2-3~07) 1. Tl\e slope of a nnip shall not exczcd 1 in 12. 2. The top landings on a ramp m111t be at least 60 inches in depth. !, If a door swings onto a top landinr the landinr depth shall be not less than +2 inches plus the width of the door. +. The top landing shall have & width not less than its depth. , 5, The top landing shalJ extend not less than 2+ inches beyo!ld the strike side of the door at exterior r&mPt and 18 inches at interior ramps. 6. The bottom landing shall be not less than 72 inche1 deep. 7. Intermediate landings Jhall be provided at tum, and whenever the change in Incl exceeds !O inches. 8, Intermediate landings an stnisht ramps shall haw a depth oC not less than 5'·0". Intermediate landin1s on ramps th:u turn greater than 30 decrees shall be not less than 6 feet iri depth. 9, Ramps shall be r,ot less than + feet wide. 10. Ramps serving a primary cn1rance Cor an ocC\lpuu load of 300 or more shall be not less than 5 feet wide, 1 J. Handrails shall be placed on each side of each ramp and shall extend 12 inches beyond the top -and bottom of the ramp. I%, Surfaces of ramps shall be slip rcsista'nc. , PAGE 3 It. tltVAfDIIS (S£C. 2-SlOll 1, At leaat one elevetar shall heve • ftllni-in- aide car p1atfor,o of 6 fNt 8 incllea •ide by • f"t J incnes deep with a '"ini-clear Oj)er'linq •idth of "2 inches in-buildinqs more than thru storiH in hti1ght and 1n 111 buildil!C,ls where elevators are r•quired. Z, PH1anger elevators in buildinqs other than thaH required in ,'lo. 1 abo11a and serv inq an occupant load of 110re than 50 shall have a 11ini-inside car platfor,o of S fHt 8 inches wide by l feet l indles deep, Doors Shall be J feet clea_r dda llid,..type, J. ·PaaNftCJ9r elevators ·in buildings other than tho•• required in No. l above and serving an occupant load of lesa than 50 Shall have a mini-inside car platfon11 of o\ feet 6 inches wide by ol rut & inches deep, Tha door opening Shell be at leut Z fnt 8 inches clear width. 4. All pauengar elevators shall have handrail lo- cated Z feet & inches ta Z fnt lD inchn above the car platfol'!I. ,. Elevator car operation buttons need ta be with-· in reach ar wheelehair uaera and of a type that blind or partially lighted person• can identlfy aa required by Section Z-51 0 3 ( m ) ' ,. litlcelchair 'lifta shall cco,ply with Sec:.2-5106 N. RmJCt ARtAs cstc. 2-3303 )crm.: MARSHAL REW.ATED OCCUPANCIES l l. Every ftlUlti-stary building -.ne~e access is pro- vided for the physically handicapped shall have designated (signed) ro0111S or areas on each floor to provide safe refuge for the handicapped. RefU911 areas are not required en stariea opening ta grade or with raaps ta grade or in stories used only •• service bu_ements or only ror park• ing. o. TEU:l'IIIMS CS£C. Z-511 ) l. Gel)eral. Ir public: telephones are provided, they lhall Cllllply with Sect1on 2-~ll(d) I'. tlECTRtCM. l, Electrical re,:,rptaclH (15, 20 and JO aaps) shell be at leut 12 inches aoove the floor. Section 3-210-50{ e) z. Switct,n and controls ror li<jlts, appliances, cooling, heating and ventilating equil)lllfflt shall be not lea than 3 feet nor ..,re than 4 feet above the floor, Section l•J80-8 ( C ) l. nra alara initiating devices Shall be 48 inches above the floor, ground or sidewalk. Section J-760-a.1 Q. Sl'f:CirIC OCClJPAHCY REQIJ(R£1'(NTS Cheptera Z•o througn Z-ll have specific occupancy requir-ts far accesa in addition ta the general requirenoenta listed above. Provide :iotes and dot- tails to COll!llY with. ___________ _ 102385 ELECTRICAL PLAN CORRECTION SHEET 'JURISDICTION: c·; r y cS c"Af?lST;,.47;) PLAN CHECK NUMBER: fl/.. -h l/: / DATE: IL -I-76 PLAN CHECKER: 1{),Jlf/i6 ll,t0a I / I I /. I . 1·~ ® .. /. Submit complete electrical plans and specifications. Submit plot plan showing location 0£ all services; switchboards; transformers;_ and pane.ls. Submit complete one-line diagram of service and feeders; show conduit and wire sizes; specify aluminum or copper conductors and type of insulation. Indicate ~ites of fuses and/or circuit breakers; approximate length of feeders. ·Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-98/110-9. Indicate the grounding system to be installed for (a) building service (b) ·transformers.: · · Indicate dimensions of swit9hboards and control panels rated 1200 amperes qr more. NEC 110-16(c) • Provide overcurrent protection on.the seconda~y side of trans- fo.rmers. ·, N~C 240-21/384-16 (d). ·. ·· z· CAL -. . . Submit -e:re.-i:t-i.l,;tLfe e :I = r n, 7 ·e:ne::r T-J,' , .. panels schedules. Indicate (a) existing building load, (b) added building load and siz~ of existi~g servic~. --~ In~~c~te ~iring method. J.'-$how exit.signs on the electrical lighting pian. Note: Power · for exit lights and emergency-lighting must conform to ·the 1982 UBC Sections 3313'and 3314. i'l @·Pro;ide receptacle(s) wi~hin 25' ~f the roof mounted A/C units. UMC Section 5 0 9 . . 1~ Submit calculations for maximum allowable connected lighting /~. load per CAC, Title 24, 2-5343 & 2-5344 (~nergy Documentation · Form. 5). ,/ Provid~ multiple switch lighting controls per CAC, Title 24, /h 2-5343 & 2-5344. @· FU.><~-< F~£. Fr~cv_<(;e __ <; SI-LG fl l~S: II/-~~ l-l1iWA/-7 /21;f€ti .01/1/£ f;; r -~~ ,, 11/5/86 CITY OF CARLSBAD PLAN CHECK NO. 86-641 DECEMBER 11, 1986 ADDITIONAL CORR~CTIONS 267. For panel E3. on sheet 18 show that details 1 and 6 on sheet 35 are adequate ~hear transfers. 268. For building·c, how is the chord force developed at the step? Grid 2 at C? This applies to all buildings with similar conditions • . PLUMBING;; 1. ·clearly show the ~lope on all drain and waste lines. 1/4 inch-rper -12 inch minimum per UPC Section 407. Mechanical and energy are-o.k. If you have· any questions,· ·please contact Manuel Ainza of.Esgil Corporation.at (619) 560-1468~ Thank you. PLAN CHECK NO.~,&// { ADDRESS _____ 1-_o ___ ~ __ <'!'.._r_ .... t/: __ t::<-,,.,___, __ PLANNING ?/2~ > t:: r:.. ZONE: f M TYPE OF PROJECT AND USE: C) {--f. t ~ ~ iv~ ka '::::!::5,. SCHOOL DISTRICT: S'N DIEGUITO __ ENCINITAS _ CARLSBADt!,JA. SAN MARCOS _ SETBACKS: FRONT ._.,f :dlt:. SIDE a;>· <Z?t( REAR _<<"_.) __ c:(_---··· ___ _ DISCRETIONARY ACTIONS: {2! # .B; ·' / REDEVELOPMENT PERMIT R-EQ_U_I-,RE .... D~f:=Jr;=~:j,:,~=-================================== LANDSCAPE PLAN COMMENTS: / (._ _,.1,.4.:,....;__,,_ _________________ _ ENVIRONMENTAL REQUIRED: _ __.0""'-li_;;L_·. ------.,-------------- NO ,2i ~ M: ~,A COASTAL PERMIT REQUIRED: YES ADDITIONAL COMMENTS: '\?\ ~ -------- OK TO ISSUE:_£\ __ ,._· _____ _ DATE: W)t~ ---------------------------------------. --------------~nnrnnnrrn~rn~nnnnrnn~nn~~nnnnnnnnn~nnnnnnnnn~nnnnnnn~nnnnnn~nnnnnnnnnnn~nnnnnnnnnnnnnnnnr~nnnnnnnnnnnnnnnnnnnnnnn~nn ENGINEERING LEGAL REQUIREMENTS LEGAL DESCRIPTION VERIFIED? vtr)A APN CHECKED?~ ~ 5£'E h~E (.J ·-u=...+--'=-------- EASEMENTS: /,,e. 3. 7-1<:/ 0£-~JE RIGHT-OF-WAY: f?l,~ c&, l,/B -~ ~DU 'S: ~f t,J, ck.,, ~,; "'I! .6',4t e!Ui DRAINAGE : Pf!'-~ ~ IMPROVEMENTS: Jj;}p._ ~ f-0 c¼If(D ~~foATE & INITIALS: P,~ITS REQUIRED l~ING: P£2.9t;.SO . ~ct)~ G~ c+1 ~~J§~ ,ky'.) GRADING COMPLETION CERTIFIED: :f4,t' DRIVEWAY: -· J~ 'N&) f&vwt INDUSTRIAL WASTE: ~I/A I FEES REQUIRED PARK-IN-LIEU QUADRANT: Nff?:r: , FEE PER UNIT: ' ' TOTAL FEE :_/J.__,.1/,..._ff...__ __ _ DD_ .!!! P.F.F.: NjA TRAFFIC IMPACT FEE PER UNIT=~---TOTAL FEE: _____ _ FACIL !TIES MGMT. FEE: ;n,cl/:~ :ftJ ~ BRIDGE & THOROUGHFAR=-FEE : ______ ,,,-_' SEWER FEE (CONNECTION): SEWER LATERAL: ' · ~ ~ C: rdd 4~4<71,,,v&. ~,e41:~sE 11-?--1'7 , DATE: __ ~~2;;_~,1-/j_£J-'-y _____ ___..) I T.I.F. - \:- / / / • f T. 1.F. TI.F. T.f. F. ,.. l5£1D&E I,/ 3/7.,./-. S/4Di X, ~/0 J._ ::=-~5"(9(o U0 ) 7 x to(X) r:J. ;,,u r . . /1 1 317 ,/J x {::j JC~/4or =-ii, l 2)-f {,c:ii> 11 }317 fl-;-Sax> rfftoo -:::--z. zro ..f.. SA)OL X ~{¼of --::: f SOS .c.50 to)oqc/ 'i 'i<: tooolji t1 r1i t ~tJvr_ ~./122/41~*111 I .o0 /O/jC/7 '7" /DOO 'f1 TI. F. / /;120 +-ti GB/-/093 +S'=,' t.§D~ ~ = Hc2~2.. ruO [3R.IOcrE L/-22.tJ t-:z.s©~ -,.. 2~0~ +-1245 t-1111 == =ff{ 553.uD ) 68.().)ER_ G,?q -r a.<;, +-3,l.f9 +2.2.~ t-2.02...= ~ IB.l(Q 18 ./G 1:0LJ r-1000/fov :=: ti~J6o_.® , 1200 ELM AVENUE CARLSBAD, CA 92008-1989 <tCitp of Cad~bab FIRE DEPARTMENT PAGE 1 OF...L. TELEPHONE (619) 438-5523 . \~ f' ·. . 0\,1\~'> iol1j\1/I · ' . -7;_/ PLAN CHECK REPORT DISAPPROVED PLAN CHECK# 8t-0/.// PROJECT (/ARL,./,11:0 GJfH.sfbens p'1tissr ,:C: ADDRESS Lo Be=;e .#/vEJ\/t.u; · ARCHITECT HOH 4 As>:oc:,1&:r':f. ADDRESS t/877 l/46µ.11e10~.-.4,,-,,.,PHONE t.77'{)-K_?rtJ :oWNER . f!J4ie.Lsfal40 (Yoar$'~oAOS: LTb, ADDRESS $.A,-1 Diero PHONE ·~9,._.,,"'--'-'l:.l=,..,.:? __ _ OCCUPANCY $-<J . CONST. V-:-1'1. TOTALSQ. FT. 20i 7£:f STORIES .:t:, -0::. ~ SPAIN KLERED D. TENANT IMP. _ _.<:..,.a~~__.;S:::....c,-c;,!,.....:l-h:..1-1j~c:;s:~· ,A--$,~.o~/.=4uJ~---1(-/£iAµ,J»=w!L;....: ~;fl}~. _,_'/___.!!!:.~..!.ii:..!1/ t--"'o#:':.A. !.__ ___ _ __ 1. __ 2., --. 3. 14. APPROVAL OF PLANS IS l>REDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING ,CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one ,c9py of: floor plan(s); sitE! plan; sheets Provide two .site plans showing the location of ?II e~isting fire hydrants within 200 f,eet. of t_he project. · .Provide.specifications for the following: _______________________ _ Permits are required for the installation of all fire protection systems (~le@stand pipes, dry chemical, halon, CO2, alarms, hydra.nts): Plan must be approved by th·e fire department prior to installation. . __ 5. ·. The business owner shall complete a building information letter and return it to the fire department. ~6. -2L. 7. f.lRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are requir!3~1:-( / ~ Automatic fire sprinklers (Design Criteria: -+~+in'-"~c..<~..,___.l_3,_____,,.....,_,. 3..,,.""".J'-I,~. 3"'-=o ... ~ .... o .... f''--~();o.,.·,....;.q,qc,,ruL-.<,a&=N._,(,,_.1_J:1.., ..... _4-,0-..-........ b Dry Chemical, Halon; CO2 (Lo9ation: ---'~---'-'-------------~-.... ---- 0 Stand Pipes (Type: ------~--------~---'---'----~-'-------- 0 Fire Alarm ·(Type/Location: --------'---------------,-------'---~ Fire Extinguisher Requirements, ~ One 2A rated ABC extinguisher for each &600 sq. ft. or portion thereof with a travel distance to the nearest -extinguisher not to exceed 75 feet ot'travel. ----·· D An extinguisher with a minimum rating·bf . · · to be located: %I Other: /h /1/pe(21>:l} &If!) t?t,{ Qc<:.u..PANQ'f HA:1-A1"K2· /IGrElfM1llf11hrMV i ' · __ 8. Additional fire hydrant(s) shall be provided_· --,----------------------- ~ 9, _){..10. ~11. -EXITS, Exit doors shall be openable from the inside without the use of a key or any ·special knowledge or effort. A sign· stating, " This door to remain unlocked during business hours" shall be placed ab'ove the main exit and doors IAJl.or-1. 1,,,1, t,,"l-.'fYr t/'lt2rrAnNJ 1:7,tH: {)PA:tJf,irlh . _EXIT signs (6" x ¾" letter~) shall be placed over all required exilts and directional signs located as necessary to clearly indicate the location of exit. doors. GENERAL _)f_ 12. ·storage, dispensing .or use of any flammable or combustible liquids, flammable liquids, flammable gases and h8:zardous chemicals shall comply with Uniform Fire Cocle. _2{_13, I _'X_14 . .t' -.-15. Building(s) not approved for high piled combustible stock. Storage iri cl0sely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. · Ad,ditional Requirements. ,jl LicAt-10',..is , ~£ f'ueJ£ .. tkj-'r:-(:4Nr/.,.f:r,,,r2rrS C,., A ... ,,.,,,...,.,,nt::. s,.a,,.,.rJkL,.y /({vy:r st.A.JI be 4'?Prcu,"a P'"'I' Ts, /NJr,'JIIA&od , LANf'S' ~Mi"l £h. // 6, 11.AtdnO ,11-.nra r/1,"t!<tPO f'I.Prl'-M,g,,.[~f,,,u7 Muµ,r,,-:;µ,I ""' T -,~. Y,. . I ~ c1:t atJ q. Oo/'.,0 c/a '~ ... _,, " 5o. Frc;, ~ 9;ya; (1 /0. f?9"~ rJr Comply with reg~n attached, shz,· . Plan 1:icaminer ~ • ~ . V' Date--<-f..L..'J_-=~-&....__-_,_/?,_t,=---- Report mailed to architect ___ Met with --------'----~--..,. Attach to Plans 1 ) ·-- -. . .·.· ... 12/~ !~ -~ OAtE ___________ _ burkett ~ &wong • SHEET ______ {,:-o_/=_S __ _ EN~R ________ . -~---__ _ JOB NO_b:;> __ ~ __ \4....__ PROJECT structural & clvll engineers ro /Te-MS . I ·3'' . z~,. N076 r.r1;;,r T/1= ,zJiz.d ~-4" s..P~.,,.,,~ /.$ ~~ .6a::---~..e)' A-;¥~ ~~T-WC.,'1'-'J c:~~, . 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A~: -~: :~~:~~~~i~_.·r _::;:/:\_'._:-~}:·:_.._.::: ·.-.. j- -. ......... . •' . ;.-.! .... : -· ~ .... ,,,- i.:-i \ ~· :_ ~; DAT.E1 ~,_·.:..: _ ___,;: :.!.·tt.;:;~/2'-,.;'8=u,;...._ __ ··,c ____ ENGR ___ ..::;-O;.:G::;;_·--- PROJECT . burkett ·Ld·. :: . &lµong • · , structural & . clvll engineers SHEET __ -_?"t::_·-_1 __ _ JOB NO_. __ B_3-"<;z..,;a;;..;'c/:;.Jl4:..:-_ :· ·(" : ~ ' . ---...-------------------------------ii------ ~ t • ' -~ ~; ... •• f -~ -" --~ --. _· . ( .. ' .; : .. c .. : veA' 77 CA·'-.&:)e~/(.i,/\1 · A oor ,,C/4' A;c11AI~ t /H 7e'-~ ?;"1,Ve~ t;:;dC.t/"'4,¥.; .f'A,-Vc;"?, C:GWHG'C 7?()1'1),f ere.. ~ ~ e,A7'~A'- 1y'~IC/.l' &u,e:;. J:}t!F&/6,v' 'j A-'T AU.. l!)c...e, ~s '. bt.,,O(S i-1 6 ' _, _____ . ---i------~-e:,: ·' --,. , ... I· ' ,..l. • . .. :i~;; ~': . fi-~ ~-..... ::~ ~~-· •i :( .. . '' .......... ·,_ ·~· ...... ' .. .. '!;. -~--: . -. -... . .. -~a:, .... ' -~---' ~; . C A4· ro A·7 Al·/ 7 11 Al-4-e,-l ro tS -4 · c-/ roC-3 .0-/ r&J.t). 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I !> 3 ',16 at-= -':>~ty).,_(~"¼-:t-= -/, <>I w d,;#..;. k,i f' (.1','-)(5i>J7,;i-,::,.. -0,IY.51 -o. 'h ... · -o~~'Z-- --o J(J --c. If] ~ --"2--$~ '1 ~ • ', 7 xf. S' =-I~ S- < !1::-::-'1-J fl l8i> C., I-' '' l- ,-., . • ~:. ··~~---~--. ·:·: ;· .... :,.,~: ::': ....... : __ !_; •• :. !-. . ; ... · • . ' ..... -·:::~.-·~"':,··:---~~:-~~· .. ----:~;-..-_ -·~------:.-,. ---· - ., __ ,. ---.. ....--.. ----:-~ --~·~ .·· .:.... ,r. . . : ..... k-, ~~ .. :·-4 .. ~ ·~·· ~ . : ., ., ... --.,.!;-' .. ·-... \, .. :-: l··· · .. ~ -~~. __ ,: . . . .... . -·· -~ -·· ,., --·. ,. ,-· .. ~ .. . . . . f?"' ---t 'l.;6~37 1:+". 6 ,~ei'-_ ·~.,~.:z 'l..._· 1i. 7 )~ , :::. 1$· 314. . z. . Z-¥' .3--. ~/t.. 1:. (15.,x:J"")1 -/-1>~~1!_~".,l.._-: tP.} '1-Kf.._ -J•'fx1)/;i:.'::: 7,../•/,.1 ,._ Jvl;...:::. {St',-;_~..,_,) 7 + t:) •• .6/ 3 x 7 ;( . = . .5"i-II' ( 2./ /Jc.) . ,½;. :::. ( .i,.7-,. ,)7 +-c,. I:,''"-,7"--::.. .b91't..: (-,,...6'1 ' ). . . ,0·+.:::.. P. 6 n '>f' 70/9 ·-1--:-I~ ~,-Y _ 1 f:,.; -: -z-lr:' =-Si-t/C. AM.IJX_ ~-fir.. . Ej ~ 6-7'JXI'? ~ lsf xz./ . 11/J=-71•; L), ::: 'Z.2-.5"1'\/(3'.;:t/r: ·=-"'--•71 Jv f .r,(:. o · 87 ,, '2."\ C..:::.~. c::J.,_ ~ -sl.f-/..r(7/Z-l~~.i-=--0-111-v -o.-z..:S ~-1-J d, :::. -, at, ... (-,/," 7fl)(:r-.);;,£J.. =--c--$'" ---.:,_ o •/11-'fXt,:: :::-s.,_,._ 11 e -17 .si XI '5' f\-1::, '$9,( c.~ 74- ----------·----------· ·- . .,q f$ -tf w } ,~ f .¥ 1.,1.) 2-Q I ::,' l<Jt . -R.,-.. 1,,v ...... :, ,:. /, (-o. ln~/,) ,R1,, ==-(' t:> .-, x -z...o;{ -3,1-z.,d -t>·'J/z_.X iX.)4-=- ~ -( -, x:i3 +·0·1 x·-e.:i½)/-r..o -=-17,}fG. -. 'I,./ /IC-( ott-.. M = C 7 f-I .) ~ -f-~. 7 "--3 /2-'== 'Z-7-1.. IO. C ) J--'/r::::: O•tX Z·O_A f /)( >; . :... t./-o ~ ·::::. ")$'11 c.. _$'I;>< I~ M~'St/• { C cY, Z- W-==' O,b /(/, { o: ~h .. ):./i t. .te"' ~&-==-r-r,It11 +o. ,~17x -1·~7-,.J,z.-~?4.)A.::> ~ -z-7...1: H-=-C7+r) 7 .f o-.€'x7)(~ 7/1tt--(-z,~"'J' . -..... ~ Y7+ ~ O• b X ;;,t:>~ + /,IC'!::, 7~ ,r J--6 ~ <r--7J/C. (.J .• re ->ix~/ ...... ,~ lvf:: ·7.J·) · ,, : . ~'='.~ : ~ f/'1 r. !~}!l!~.16 ~~~-' ... ,: .:. ;1. ~ •:_· ,' .~ . ·:. , .. :·: -~ ... ( ,_ ~.' ,;... . DATl: ___ 9.L..o/c......::."8;....:6::;__-,---burkett·~ ·&wong W, SHEET.1 ____ ,!.;A:,...-_7:,..._.,. __ _ JOB No,____.,,8:;..=:;.3.:..~..;..p.;;..8,.:..'fl'---_ ENGR---J.!;'.-/U ______ _ PROJECT w t ~,, t Jt--ft:J~·1vf f- t l, -:::It w IIB-Z2" N = /s' C1ir16)-o.~'f~I, (6-t'ts, ... 1,) R =--;z..-¾_1 . "" 0, 11-<1 l c ./'1 :s). ~ 5, r'c. C.. 7-• ·1.. ''") J.-1 +-= !'). F¥' ..< -Z..) ~ f-IX ?:1.. IC-3 $" /1'- :, . ~ . ·:+1c:. .:::. S'.Yo ,. "2-3 = ~ 6-r... -So~.:> ·c. :: ;;s-( ,z..;ry1~\ .l2 (-/062-, ~ 0.7 b /(fl> J ~., /"'ff / V\J ::: 'Z-~ ( l:S-f 12-)-=-t:)._5>75 t:-/r (o•} IC/.), ~ ::. (t,3.>1 6 'f-1 + () -~ "/S.X b~)/_n = 37-,:.. sixis- H-39·/ C =-¾, 'f .s-txl~ 1---1= l r,. I c... C ¼ (, /<1< ~ ( o• S7 r x S"bft--z.. • 1 x11/ -0 .. sx1y_¼)/.n, = /3 1:. 1-1-= t t, ·J+1) 1'f + o ,5?y x. lY/4 =-I~,~ ("7 ~) )-1 +-:.. t) • ~, -r X St>)1 + I y ..n:,/2 =-. I q °l.--'3.> =-/S~ flt. -98-to !J,S•t./ ~~L-=-===N=;!!l==· t/;~) .,·t '?()' f-7' . fl" t,c; ....... · -· ··-· -------····---····-·· ~t X "$!{_ M._../ ~tf.6 C =1.11, ,. C H/t?. -ro IM-r; fv ~ /5'1 {1;,rlz..) = 0,'37$/C/, ( ()./'i~fcf,) . W, = z 3 1 C l:J·r1?.) =-t).S-7~ ( 0.11,1,) R~.,. ( 6, "5 ~:n t p. 'J?J'x .lo½ -1--t> -~")~>(7.J< 31->' -2--z.x7-0 .( "IS.,/:/:_)Ai#'-11•1- ,f.. ~ {S•/-Kl? f-D•t?)"..(l7Y~ -2·"1'( ,-0 ·3.)(7t1'1-)/i 0 =-1~~ M ;_ = { s--1 .;.. , ) 7 -1-o ,.3? r.ti¼~--· s~ ,~ · ( -z-e;,.-z. '~) 1-1; : [t-3 +1)-, f O• S-7.S ,...7½, = GS,·z.'IC. (-z..7.,''') µf =-o. i?r "-/,:,,._ r f /x.7o 'f-= .... · ~,._ ... ·-.-:~:-: ~-~~~-.. ~-:--...... ---:·-.:""--· sf y z J M=-7J ·1 tt<. . C '='-1/z ( >Fl"f -,,,. /16/6) . ' ..,. .... .__.,... ... '. .. :: , :·· ·. . ~ .·.·: , ... ·, .·. : .. .. . . . . . . . ~. ·.: • .. .. . : _,· ·: --:·:;>·. ·· ..... ;, ,.· .. · .. _ .. : ~. ... : ' ( : .. -·c--; .. ' ( ... c·- ENGR .. ·-~ ., --., burkett t'd .. &wong·•: PROJECT CAIU.S ;:,AC) · c~ O.SS.A OAO st,uctu,ol & clvll .e~glneers A @ T140·· II (ti' !L,-'-L. II' i, ki A/IJ.6 ,~l @-·A1~1 ~j,-I . ~t,>(-Z.'f C::,-1 ~><.36 c=-1 ~ c ..... ,t F-3 ~ 11 t=:-2 ';j_ c:.1{. lt>-.5" IC c ... V1, ~ N -r..'f Jc. -~ C. s-.,-") A1e-z AIB-J (le> .sj,czsi_ c::-1 ~'t xl1 · c-1· r-a. ~ '•r-1 3 c.:::...ft e.-:-1{' 1:.-Jti. . ! ©-A-lh-5 •""'l" A1t>-.:.7 ~,.. 'fO St xzJf c-1 ,5,-~ X 3 '7 : e,-1 F--3 0 .,:r-/ c::.1J" ~'t : t,.d/.,,_ t ---~· -~-..... -·---~- ' ---13vJZOlNG··-11A 1-,,.---·--:-· ··1 . Al· I '-. SHEET_. ______ _ JOB NO, ___ -_&!J_.3---',41-_o8_A ___ _ . c:;,,,s' . ·~---~-_, ~ -·-~--- L..--, ' --·--1 A$'·t ~ .s-j >(.! 6 C::: z.1 A /S-4- .S-j XS '7 c-, C. ;;:.?._.L r--'L. '</- A-1~-~ 17 Si~ so, • - c-1 /;-1. t!-=-1-/ ., . ____ .... .,.. ---·. ---· i . ·.··:·----; •' :_; ···:·.: .... ···./:.<!.:::-~·.:-~\-.:: -~---_.....,.......___ .:·...,.· .. •') -~-. _;..,...t; • -:::~. t. . • • • • • • . . -•• -·---:.: ··---.--.~· .. . . l . ' ,',• ,i-~ --. . .. . , . .. :· .· . -:~: . ' '• . -.. ~. - ... DATf ___ ·,l..tt.J..LJ_!:13::;.:6"",_-- ' ENGR ____ _.:;;.!£...;..,./J....--· --- -··--, --·~ ----.~·-.. , ........ ,., . .,. ,-~ .... ~---. .--· ..,... __ -- burkett Q_·_ ··&wong • .. -_ ---~ .. ' ..... -~ ..... ~ . SHEET. __ _.t4~l:...-_"2.-=--- JOS NO ...,.83 lfoBf/ . C/;l(J..:S B/1 z::> )! . ( . ., PROJECT structural & ctvn engineers . e,,/?oss. ~ o/H:> ( P~.o "O, 171? -· :· ,• ... ,:. :,, ' .. .... :,..,. , .. . ~. :-·. ,: ,·: .:·_,. ..... ~· ·.· \ • .. (·:. -·· t::>~ '-· "" 13 "'/11' '-. L ~ I::. • "2,..o I I ·b ; tz.. -~;.,I ~ial~ = ·,,.... fbrz f¥!f.ltl A,e. ~, t-i<r-' . + J%. f{. T-11.::=.~#· ~-l-::/z.. fl, 13-2.. •. .Fl, s-'f . vJ r /? "Z.~.S1"'(1..3+1z..). = o·5~Jc:/,· ( p.;, ,~;,) -~, x a--~7 C c!)y31) .:::. Joi< ( S,2...1o) . · "'1=--z./ (/.l'IIL) = 0-57,.,;'>/t:-I, (_o.?-7°J/:-/1) K = ~ :i/0 • .5-,,...,-(~-'2? 1) = l~-z_t<-( ,-St-~ H ::: c,>2..-'S X ~'L,. + .t~S'f' = zos'"" 3 B 3"1-. I _ wL .:::. sz..sx 5't lb Fl--~ ..S-OJ',o = 4-<>3 --c_--=---/•-s( · S-~;~~)-~z -·: :t: tJ ·:_ i-> -·- C .._ /--' 2. sJxsf::. H== 'Z-O'f'''-,, C..::. 2../. 1/··-- I ,, c..=if _ .s-jx~J- 11'-,V/--= z ?. 7 . .. , (.... :::-1J;. ': -' ·: . ~_. ·:-;".:·· ·: ... ,-..---:.~-~.: ... : .-..-::-..... -:--: . --·.·, · " .. ,--... --.-· .. ~-~ 7·-:c~,:-··°'~.-:"'~~~~·-:~···?~~--" .. ~·.-·--w--: .. ~~--=~--. _·--~-,~ ---·~~---~~-~~~~~·q:~"'!J~~~r . •: ( .. ' ' •,.:. '"'J -.- DATE-------~9.L./J....;B::;;. . ..:::6:a.,.-- ENGR-----·-~E-::;;.;N:;.::;.. __ _ PROJECT C//Rt-,S ~_,lf.t> burkett·~--- _&wong .•. · struct1Kol & civil engineers· SHEET: __ ~-/1.!..!-/ ,...._ . .:'.3 __ _ JOB No-~B:;.:.3::;....'t..=o;...8;::;..<.,1A ___ 1·,.: :/ . ·ll{BS" ,: ' :-::. ._....-:..-~-' ·. ··. ~ . · ·: : ' :~t~~~--~ -"';..~ t : ~-~!r: .,· . .. • •• I . ~-' -. ·~· . '•' ~ •• ! -c'· . .. W- l)J :. C • 5"2. 5" /c.f, { 0 • 2-7 J ~ /,) Rt_ ::. (10 x 'f/1 fo-.S.,__,,K ft.11.... -7.y .. 0/ -() ,'2 7JxJJ.i::-i I : t../.51<-"2--"2--J/'!,r ~ ... (/'f.i_J<. ~~ -1-o-s~.r x If!.'--S.'2.. >efo -o.z. 73x ·t'"&,Vis = 33.5((,... -(10.+-t) b + 0,5,,..~J( ~ = 7S-S-11'-( JG 'j =-~-1..+-t)" --I-o .. ~z.s-x 11X,_ =-1~0,11 '-( "tB'") ~4-c.v£~,-J. ltJ,.,,,M 0·5'2 It -0.08 -o·'-1-'f 0 Li @ CA>/1~ C ~ it,1-/-, ~ &>) . Q.c,..t..·· ~ 0 .-z.73 -c,.,:,&' 1/ -o. 'Z-'rb A 1 -===--7-z.. w ('>5 )3(11) ~ -1'w -~ •7-7.1 'E:Z:,.. A'E,. -[.57b( i1'-{:2s-r1'iJ+7"-v/,.J/(l;J,f1s-+ tiic%-.:r.. =-o•of/j/>./-o-1t7w A.1 ·-7..'ii>t.JS,.,1(98·,),41 -.. . . ' ' ' ' .. (1'i,, LJ ~ Cl'9-v7: ( LFFT D-11>) d, = _,t-._,6;)t~/4.t :r. v' (). > 5w -01.S!'-I 0 0?-iw /. 6 o,.6;7 c,/h-1 O• ~$$" .l<t•.J"°: 1~1 -o-1,~ t 0.1~ 0•¢ t 0 • .,.(,,>(r, )::... .6 ./ ,to t,I <i,/4 (I<,,, ~;_ f. ~; ., . ' '• :.: . .. -·.; .•.;. . .:·, . . ;:.,. , . ;,. ·-. DATE _____ ...,_L,1.?/;......=;B-=6;._......·-_ e N. ENGR__. __ .!::.._.~---- PROJECT A-1 tS-7 ... •, . structural & clvll engineers C--~ o S.$ ,eo1'+ I? w = t,. l:,z., Je./, ( () .j,z, Jc./,) ____.-;;-;.,; ,, e:;-o &.:.. I/~ t-. . .. ·· ·--: ·--.-....... -~..---.......... ,,. ,-.. -----~.. --. . SHEET __ .,!_A~,!.:;-;,....:..4-____ _ JOB NO,_.::E::...:Z=-~<,,_o_B;;;...;.fl- .·, .. ' . ::J . . ~ :.!:::· .. . r, •. c: . -~. .._,..... ___ .... ·<?/&,. DATE-----,--'------ ENGR _ __,_.,..&.__,;;;~'""'. ---- ·burkett ~ ·&wong __ :9'. :, ' .·_. , PROJECT structural &. civil engineers · C,e?_~,6.4 0. CAOS5/?0A/:JS A -~ -~ ~· :zoo·'. .GO' so· 60' ~s' . ,zS', . ! 13e, ... 6 J. .J. . S"9 >(_7..9 z... C. :.~ -.bl/JLOIN G -----:e, ·-~ ..... , .... . .. "• -· .,. .. , '-· .. ; . ' . ·j.. • ~ •:i-• t '· ,-.--• I' ' .. ~ · 'e-1 SHEET ________ _ . JOB NQ. __ 13_·3_t:f._a_8_t1;...i__ ~ so· ii" :ii-..1 ~6-7. 1%--. c:::-1 .f'& X"t.tst. ,=--i. Lfd L C=/-:ffe: , 'f j I '30 I B~-f-., --. -=~ I si.x z.st_ p., r--c-~--i .. --~ .. ----~ 1:0()' f· : .I i ' .. :i' . -r . , ~ -, ... ·--· -~ ':'--, .,.\ ... ..: •" ' .. -. -~ - ' ,::. . Ji., (·--·- ~ ·.: .. . ·;.:·:. ~ --::~:;· .. ····{ ;·. .-. :' ··'i};-. :· ... ";..:. ':-":_:-i-~ :· '• . ·. ( ,. -~ •,'··· ,., '~· ' .J. 'DATE ..... -_ ..... --------· _-.t:.CVJ ..... :Bi;;;;..'=· __ ENGR ___ --J,;Za'.wN~---- -burkett -~: ·: -. · - &wong-·W, ·_; ··_.· --· SHEET, ...... -,--::;;.$_~....;Z;..__ __ _ JOB-NO -LS' .3 '," o ,S. sttuctUl'OI · . & 9lvll en9lneers · PROJECT c-lf~l.-S$IJJ) -(..,peos-.Sf<'O/if;> c U'-t, '4 _· 1$)". -1?,L. = L'·L· - 'J..1'6l.-l.f.: :. 1 .,_g•-t Jr_ fZ_ B s-2- w 1 "''l Jr,. W- T ,1' i' tt.. fl_ 1-fl.~'lit 1 ~ _L-•t,:>lb3/.,, - f-. ~I 1- jl ft --r.!J. = '7,:,t:, 134/4' .-z_o .I' ,; I '2--. #-/(I. I , ,~ -1-R >4t,1-/. "'1 0 /w{ ~,.;,r r}, > 1-'IEA!i!.. 'vJ = R- , .J' /"I "= ,;J =-7-2..·s'x (13-1-,b) -.o-bs:111!!/, (o.;_4,31c/,) 1<= o.6S3><.t1._ == 6.2-~_(z.s1&-) Jw1 = (> • 6 s j .... / 1 'L I X LJ 3 lf-'2-,, ... 8 .J +-'f_ --:=-- It< -;:.. t S-I .x /"/ =-8134 so~... ./ c; :::: I· !,{-.leJ x 1-z) (_Q_ "\ /., 89' ) = -P-, I /tf'g l...S-) (_ . I Cf-/f.f - W :: /?: ;r x (IJ i{2-)-~ -. o. ~'-11:-/, ( ·e,.2,. 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I [~~:· , .~:. : .. --~~ ':,.•. :t:: ~:' _,,.-, ,• . . , : :-.. ,_,, ., ... ·• ~/: ·;·:t :~! }i . ·' . .. !. .. ::;-~ .. ~-- , .. ·,.,;. -< ... c_--:,·,; (· ( ·: -· ENGR----· --'-, •. ..::.f;,::;...;..;,J;__. __ ...,. · JOB NO Ba*'o'B Pi ·· . · · · structural & civil er19lneers · , PROJECT . C,ljgt,.$8/1-l> C-R"~S.Ro/91>' · ts1.:..;pt~ : i') , ' '. . . . \ .. :_ .L:1... ·.=·"2..o ,· I~ ,; 1z... f/,,1 .. ~1,EC,/f : ~IH> . =-/ 'Jc-,C.R. · ·-ylA.X-~M'i!A.Jt , ,1/-N P .S;:./~11/<. t-3l 1 , f: '' ft . ~ -.,,J, cB-.3 · .CE-$' ·. t /Cf I t ~. '7:4.::: 'Z;.1 12 t_.l.:;.1{, vJ =-""2-2 .. \.. { 13 .f 12--} =-, ~ · 5 'i: t I. C ,~ -'l---~ , ... d R =.. .~ ·x c, .ss( o.z...Jr') ·:::. lo'"( .5.-"2-') /v1::.. o-~-S X 4'2.. -J-/x~ · --=. ,C/i-1 ~ .l 'f :r., =-.$'So x (~ b) =-r-o °I I ~ S"e. '-'o ::;).' ~-...... /. :s-( .l°6 ><''"'-) c 13.), (~ s; -~, ) .... , ~·· . . l'tfb .. ;::;: -... io-&i" -r? 3 . W :_ /91 " (J'5+h.)= _ (:)_,. 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I •1 37.s-;<... 1=T[4: zxz.y,/.f= o-:if < 37,J :18• >( '91. I C = /?t-'f-9'7 -,,., -'t-~6 x:J -2..4-4 1 (.J,:r' -R,M, = 3 72- -2-~7 == B'fl = I .i r ::. 7.JjS-- -£°2 7 /. l 2-f ,,--~ ~ '2.., ,<:/;: C 6 • f /c./1 /2x /, >,J ':: ~ ~'2-,, (...( )'j-'2 ~ b" (':. "t '-"I • fi"--~ ,.,_ t-1,,.~ .... =· ~-'1-7 t:./, (~.f'r?-~·)..r)~/4_ -r-. (l,.63)x8½::.1'l"Lf 11 "' c/.1~1:.. 15) -:} of:!Jt) E./<~c.1 L~·F T -· \../~I t, 1-(.7 /f te. M ---~ ·w, Z.2. .5,,_ '!(. 'l..f -1 -::= 980 vJ"\.. -::: °I. :s'c. ,t' /o,S:--=:: l c::> 0 ?', -· /.::::,le. x . I°/ -/ '7 ~ lz_ :: /c:, /t ,,_ ,8 .:=. ,8 Q '~r>-1 ~ .. : I 1''-,x ~ q.5'· ":::.; J-z..5' p~:· ."·7f ,c37-r --i,.8, ( x ··1?·Vt--$'"71 -all·/ 170( '~ .. ,DATE .. ~---'''--'1...,.,/2:--=8....;;;6 ___ __ ENGR-~--..:::~:;,...:N_;;_..,..--,--.......... - ( PROJ~CT .C.fi~L.--S. 5 At::, .. -:· . / · .J5Lr:>. b :.•. -Z-1 , ____ _ .~.: , I r· -. ,_ \.. ,· ,•: ' .. ---r ' ---. - burkett:~.-_&wong W-·· SHEET, ____ £_-_1-_:o __ ..... JOB NQ. __ '3=--f._-_o __ e,;;..·...,e ..... _ st,uctut01 · , ctvnengtne~rs t!.-R. ,0 j .s ~ 0 Fr t>. ,.r · . 11c. 0 --f.,..,.._.. ==:-'2-5:lc,< ;6 ;5 1 -:-:· ffb 3> W~r'iHJ _.ite.t0 -...._ w, ~ l•h l,,;l 7../ :::: :-z, 7~ g'' -)L. l -J'l •:S- . 1(-W-' O .. _f.,,c ;',,i,.' :,. IC>_ · ->< · -· ' · It p ~ Rli.}9e'.T10AJ,, j,,/JLLJ -:=c_t,;, >I.. -I - -h-(-, .:-'2.-.Xl•'>!l•I>. '=" t'_-V:$;< ~ "=-/3lt >l -60-e /c J,;::, .y.' x3 .""-~'·J . '-r-. o 5" IC./, / -· --I :r-r ' . /'2.. XI• 3,,J -• _. R•"-1· 1·¥R "2c,6o 'l.. /?o -1 Be; ·1 oq7 ( . . . . -~ __... .,-, .••... -,. ·, .. ..:·, .•• ,, .. J.,, .... :.-,.... ... ...:::: _ _::.:._ _ _:;..._ ... ~ __ ..,,....:......_.: .. -: ,. . ._.,. .: ........ r~....A ,.,1-.J.a. • ' • • -:-{ ~ ... ->;-· ~';. ~. DATE--·=-...... 1-l/__,.,_8..z:6 ... · ..... : _ le.. ~ l ENGR-.......... .,.......;;;;...-...;"-'....;;... __ -,--_ . PROJECT ·_ burkett ~ · &wong·•- st,~ctu,01 . & civil engl~rs (!: le. 0>~ RD·/1-t>' , If). ~Ni. = -~'°2;./t j~' :::::. A_ I ,,.~·-.· , -I' , : i P. =-,~ 1: "'-'ft r.,.,N r (>(, 19" .!!,.!:::/, w,; I• ll'f kl, Jl 1.p1 ,=: 1 ff,: 1.1:..'< . ~ -Z..-0 { ' 1,,6 'Vv' j. : ,I o'c ·X -12·,5'· wv, p; /"'1>,J.J_~L...J-¢'·?-.... .,l. 1q;5 P, V/1µ,;L,L /c ,~ ,l lo ~ I "'.-r 1,: ,,.t F,t. : 1,r;~.,s~1<"$"fx·f11: ~7.31< · X. :!½_ ',s; {' C -jh6'3 -B¥-o 7~3 <,£.x 1 '=-:::-'2,. z_. < "'3,'7 q,. -~ '2-x 22. ·. c. 8 ,/ 7ic/, ~x/.) 1 I -· "2-?·3 -=--:::: :3 . /<: ::;. · . ·::! '1 I x I ~ "'-.> =-2 1 i o.•C,X(1,)(1'-)"-_ ·./.J.s =: -o-,JI .. >'-:lb_)! ?:-b -=-_ -z. • __ 't ,J? ~ Vc.wC.:.;:. ("tr.µc.-1-Jr)~-' + ]•?f>l-t =-'l-o ,c v"" . ::. V,:;:, _,e,. ·y = rs-~ ic... c::: 9'-"'c.:. 1.. , .. I SHEET--:-:-----· _(._-.;..I/~---- . JOB NO·--P.c::.:=¼c::.=0:,.,58..w:· A..,__ ,; Je..1-1, ';2 d'/J,. 7-g(l I?.. s-I z S" L b0 ( 6 C, / 0 C> Ii,:,,:;, ' '::'· 6-2-8 fl I. -f- \ ,co I Jc. , "'"'o 7o. L ol1c::__ · __ ,:::-Jlt'pl'"" _ JV 4,4--17 ,. (.-, .J~ _f/;--ttf F.,.0-, Ex, I!: l'>J :z> )' o 1 ~ oi....,· J,,v 4 L L. • -:· '· ---.·· -(· .. .. , .... ·:;,' ····· ~ .... ·::: . ' ;:· ~~ .. -. ·: .. . •. : DATE ________ ...... /-'-,1,""'-~...::B::;..,bor;._ ·_. ---- ENGR .... : _______ [5.. ___ >,J _________ _ PROJECT CIJR [., s BA 'I>: ., tv,1, .. . . ,. ·Qa. "'-z.l I I I ,.( 6 I ·r -c.Y'5' r ,Ii--6 , { I i [j;t~ .burkett·-~ .&wong __ · structural· & clvll engineers C-1<' ri.SS I<' cl'/· i> S . . C--. o-7-M. ·. k I -. ~2 x Z.I - , WI -/. '7 z. .Y2-V. S-::.. II"'(~ Ji:~ C. 7'/ />Al ~-' t )V11C i. .l ) I, . Jc. ...,-7.-{ · FT6>: -i.,_":, ..... ;t .,t?o-o/lf-)( :J,i'/~f:: !~ _·'JS-¥ .,<. . 8 I I •i-., G I. 30•$° SHEET JOB NO . :-":~ .. ~, --.-.-_; ... .,,. ! _,, ·~ ~-· .t --~.,.; . ,' ··-~ . ; · _:c~·i1.:· i'·_ .. •-~~\,:aa ·;-' . 766: C == ~I 83/ -&/11- °JS·Jl-'9. "s ]( J -~-G <. : /-.r.,,l ::: (a.,<>-- J--1A.-"' :::: ,,..,.r 'Zx CJS·V '2 9-& ( 5 .. , .,., • '2.. -,_ 0 ·'"' i -'Z··'+ <tvt" ) j,'l.', >< 6~---'Jo, 3, ,</,y ==J'ZJ(le... . ' . . .. ' ~ ., ,; . \ --~ . ..,, --... ~ . . ··t· ... , -1 . ,-:. :,·-. : .... .. " --... ., •\ ·:;-. ·;.-: .. }iy· •'•-! ' ; ' ( . \ . .... _. ' ... -... , ' . -. ~ ., . ···~ : ~ DATE-'--·----· ·_--':.9;:..;..~..;;.~'-'--· _. --- ENGR ... -.,__..;0($:,=.::=----- PROJECT -CAl<./..5 6A.O structural -& · clvll enQ!neers C/1..0SS/l t>A.o · J'r# I z._·-:A·I . SHEET---------~-: .JOB NO :i33d._o~e; ' . ~ -r . 0,/ L $'O Zs' l '2-4'' l -~ 8.Jl-,.J'J -El'I r&4-'' . J . --~./f , l I /<.. 1 I ,. ,, IS-<, ,.r• ,:s' -®~®:_@·©· ·~t3c;...l.;;..../ .;...''l_l_O_/N __ G_-_·_-·· __ A ___ .. _ ... _···-,-· _______ , _,.__ ___ -·-_---·---~--~~ 40 ___,.._ _ ~ • '; -. -~. ~; . '·: .. _--~-_ ;,:?:J~ ":. ; ~· '• ·: . : ., _l .; ·,:• -~::·· .: ;, ~ . .. .. •"' _. c·.- DATE--,------· ..:..q~/.:;,.~'#...;.G_ ENGR._.....,..._..,....;;.'f,.-:.f/.;.;.. . .....---.-- PROJECT . ' 7' I .SE:.tSHIC.- ·in. ,-,, ..._' _-burkett·-~ · . ·&wong-• structural & ctvll engineers C,/c, q·S p:.Ofl.t> $ '· . H-s. ---------------i. XI !$.J( q + ~) .f. '3--, X f$e,' .f-IS-~.X.. "2... "J ,z.. 2-. -t '1·6 X lo/o 1 4-/.S•6>( 'f - w~ -?°?'L-+-~ ·b x. /?o' ./-/S-.f )( ~ /,V~ -"'?~,i.. -I-· "Z. • 6 x t.!:,"7:) I .,..... , /s:-B~ 1 iv_i-':'-'? '&A-,-I-2 .• b X ,o-' ..J.. IS-B >< J . ..:;~,.,,. ':::,, .F C /.-/.:>I(' ,p /7J /? e_.!i:.. .:=- (_,Pt 19 • aft-® .,..(J.)@) .. -.. -·4-___ .,__,..,,,. ·. -,-. ' .. .. "'; ~· ·-~->.: -:::: =-- /~:_,i, . SHEET, ____ -., __ . ...:;_ J _____ _ jQB N0, _ __..;:3;....:...'r-_0_8;;._;_;CI~- =-56'2-#/, 880 #lj .->.t;-u,,c6c;,:: ?°I.Hf, ' 8 2-8 :If I, -33r -z.. """":: >I\ .,./~ 7 6 0 */, 6 7 z,. ...;--1, ==--2 7 7 :If( ("' S,,.'2..S #/2 Cl ·le. I .fl~ t!#-oJZ.'D IOU, C A-j-:::.. '-'· i(/;'}; i.) ·-. -~-_.,_. ,. .. _ -·------· ... _.L . ( :.-· ,., .. •, . , '• C ( '· ~ ! ... -' ' DATE---'---'-2""'""/2-=~--P~· _____ burkett -~--_ -.- &wong • ,· _ SHEET .... ·--.l::L.~/J~..-.... -...:·1::;.___,.._ JOB NO, __ '.3..._..:.~..::o::..;::;;d'.!;.:;..(1..__ ~ ENGR---~'E.=H,__ __ _ PROJECT structural & civil engineers · (__ BL r.>C.) .,A )_ te,,:J 1-.J.Jl1;;~,!J L--· -7;."-lv -- '·v-.1,e, :: 3z.-2. ·.r "t.·l:, .J< Sr;, · .'..J. 1~-I)( / ---'fl~~ #I,.' .. 'VJ , -'71-'1..--I-.t-b ,( '-...s' f.. 1s~fi1 # . s-07 ~/,' . (' "'6 ::.. 'f el.. + '2· 6x 6'c:1' +-fj',.~>( -z._.::... -5 '6"t---.lfl, vv4 --)? 'L. ./-2-6 X 'j S"' I .. ;.' 1$.,, >( '2.. -=-· G (JI -#ft ~ .. 1 -=-j'v'-4--= "Z· 6 ...<. 9.r I-/f·tf' ~ '?.-= ~-~~ ,;1./4 'z:.. . v-),p,:.--c" :r=.,~ '.;. 2-·' )( / l:.c:, J-;./ '5,/g x > = 6 -z_f 11-1, ~ ) t,, ;t. J>./v = -z=[ 'r "z,,v.~ =-¥ ,, /v,,._ ~ 6y'ilf'1 _,>;. . /I tJ_.;,_~ & .i<it,IIJ =-~ .:.. I 5 I .q'/, < "fu 't "•(.. · (/§)-;J. (j) fr' -1,, ~, ~"r -==-· --i. J"o1.,i:, =-/:s, ~1, < J,1-2--5111 .IJ, 1. ~~ {€) I ()c:> fbrZ.c,,~ e c.,;, -8~, ... -(;f<it c;,-Vtp111nv1..:-n C,4"<=")e0 rb/rC.e,:.. .S6?...>(_1-z,/i_"l..;/.0','76S6~1 .::::. /J .. -iJ:;... _. _ 8 . . 7~ I [ w Ji£ 1#6' (V-/o ~J:> ·,eiJ~ ' \ , ef--~ fl'i~~ 7'i>J '(I' _"'J ,o ,,...,. ~-;,--u . .r II 'lfu --79S¥/I--d,81 '--J.(-J,4"/J r, .:: 79S.,eit:.S-..,. ,z~'Z. -t.1J6' [ ~ ... 3/4,.t't}aMJ,,J 0A'-Sr1CWL-/M,,1.:.(J')'l'/,JJ1'1,,~-,.z,e•-!,6f,._ iv· <.>I?. 4•(1 41-J.,•1.f.1. . Ji!,M,"'<I ,c:S--<1'),<'1,"!'""'l,U; o.t1,'I. . ~ ":'-7'fj-'/t:r,C) ~ 47,7 tJf6(.. 8' o/4Jl(l(b~t,,/J " I 1 • ( ~1f8 ~,W-/JA«-;..'2,~,-,,:j)</1~),Y'll/C ~ 0 ' ,i4-<A-.,.,5V": :. ·- . ;~:: .. •:. .... . . ~ ... . -•, . ',.' .... .:,. i ' oATE-.,_~i~rc~·c:¼,=----- ENGR--...;~a...=--· __ _ · PROJECT c, . ~~S.bAJ:J R!...>" ,.; t/ '·"' 1·:..~ · 1 • .i. '-"~ sc·--i._ ; .. -,, ~· .--~-::.:.-.; -· ......... .-,. -.. -.:-' , . ,._, _-. ,_ ,.,, . . -.. > "< --_ : burkett:-~: . ·&wong\W structural _ & clvn eil9tneers ' I l i'_ ~ '· 14-o_' ·,;:::=:::::::;::::=======------~·-·· ~ ... , . ~ • ~ ~ ~ ,1 1' ,._ ~ t ti "" 0 ~ " ~ I' -~------·-r --t ti ~ c-;, ... / ....... .1. ..... . -.. ----·-I -~. ©-I _. ------· -------+-,. .... --· · ---1 ,.,..n., -ryP W 1 -:::-6 o3 "fl, c,s' . :.·: -';: 2:-Ai--.; 'SHEET., _____ _ ·. JOB· NO ,15 .34~A -~' ,, ;;,, ...p t. ill .,_,-,(£ ~·;... ' lo,/ f.N@ ~:...,. ---.. ·---/··. . . ,_/' ,11v I ~ jl\~ l'-'f1,,,,, _/3_U,_l(_~_a_VN_G_· 1_1A_I_..,,_·_---_---_--_-·_---__________ · _ __.__'.-• i ;:.3c' If .... ...,: .,, --.-...t'.. : .' t-,, r:-. -. -·--. ~ ---~-:"": .. · .. •. .. . -: .. :1 ........ -,r-, • .,._., __ ,...,,._J---:"" ' -, ... , -· ,---... , . .-:. ...:. . . . '." , ' .. : •...... j1: ·;:. ', .. f-·~;. .. _:_'; '. . ' ·-~'1!. ·. . , --~ . -....... _ ..... .. :-: . ~-. -:~ . . .. . ., -.... .. : ,,,,_ .. :. ··:;,'~:;.; . "/·: . .. : . ·: : .... ~ . . . . ,:. ,• : '. ·_: ·•.'· .. ~~ .· ' '' ·,-· . ..; ( ' . ,.,_,. ',.. '' .. -t· ! ., ....... ' -"t. I'•. ' * i .. . ~ • ' •.. - .C?AlE ..... ---· __,,9;..L~...;;-B;_::6:;... _ __:__ burkett Q.-- .&w~ng W--~HEE! ___ "j.._·r:: -'/J'-1_-_2 __ JO~ N0, __ :9_-..._1-_o_8__,.;,.1'1..:.-_, ENGR.----'-' .:;.~....:fl..,__ __ _ -· itructu,ol & _ clvR engineers C~O.S.SJ? or] PS PROJECT I ,,_ ' . ,1 fl,) ? . -= Ce. tj, ft,_ I-. ;_ ).-z._ )(. /-.3 X 13 ){ I -'2-o . .3 -#/17 I .1/t 1r • .,;:-4tNE-· •. hi~,,_.~= z.o.1x{'i, +·'2-) :_ 2-I!..#/, Sr; I ,fl"'f I,_ .; C*o~E .,r..) V.::. :i., I.k. e-.s .w 0=-l x /'x ;,, .. 33 .xo:,y w--o_./B6W . ' ~ >, ~ ,,.. . • . . . . .· . .. .. ---- Lf g 2 #/.?' O• /ff; IS'•3 #~' VV/!16;H T: "~ r'19Ni-L. -:::: 'X - 1./f1>0F-;:::: /~~1,' X· o: 18 I:. = 2 • t:! .#/,:, I .. . I . /?JCJRTt7f~J.j = /0 _.///4,! .,,_(~)._:XO·/#( ,::::"' IS• 8· #--/, ~'-t"f..-. _.!!f ' ~- -?...:,</S,3~{'i-,,.;z_) f ti·'-;( ~0 1 + IS'-tx3'.= l/4 ~ ~ = 6,o3 X lt,'-o/'2-=-. ~-'2.•7.. ~ / -# 7 C,..l',:,K ~ B'//R: .. C/./s =-a..b)"~ t; c.. 1110...,'1,,~.~-='. 11,a"--t..11~( //-S4-t,t5 -;1~-n,z. F.10 =-.tr7(}JC4!3_:: "1.-'2.,(P¢, -c.tJeC 'a-/1111/4,o(.,?'J. olSJ~6rttt >lff:?U-• $~2.IJ,''JCl,7S'WJU::. '24: • ..-,~ Pb.,#~ 4-'?0-v: r,a --36, o -vStF l (JJ-Jlft1J(J(..,7J , 1 " ~ ?-9,t}tc · ~ Ja I{ • ·~v" ~ Gu'l,;4"qRu<.:tl ,, QJS1.. ·,, "-qo-><-. i... < 'Z.. rt· 7 ~C""t!A/J-J , ,p*4=-1,--,.. I,, ~/, ~~ 7" W--..IB_"'- '_ :.t··· ... -~.---.... '-:; .... ,._-. :--. . "~ .... ·~ . --·· --~· ·--·.-·· -_ .............. -.... _,, ~.• ... -~ -~ •-t• •• _ ...... ~~-,_~ ........... , ........ ,.',·:-~• r:-·~_...., .. ,.;_ ,j ·" ' ·' ,.;:-- .e;" ,.. -~ 1\~~ ' (, ... ---·-.,,.. __ ·-·~:-·~~ DATE ____ <?,_1/,_&, ___ _ ENGR_---' ____ &._· ~.;;.· -·------ l I ' 1 burkett_.~ &wong··• PROJECT struc~ural & civil engl!'l&&rs C,4,~/3.4.0 CAOSS/f OAOS Lii 1ERl11- A :~ ~ .Cf>· ·:1-a::;) • I so· .1 50' ·1 -, . bll/t.0/NG - ·(? I. .. , . ! I ' _. . ..,.. -,.. ..... ·--~-., ...... -;-.··t . ~ --<l'~ ' ... SHEEt ... · __ t._e_-_/. __ _ JOB NO-__ i3_3_4_o..;.8...;8~- so· ~ ,.._ t II .... r ' 'll-,.., !.I\ j- Ii f _, ~, .. ~I 1 ~I :::, .... . ~ . . . ·: .. · . ':~. :: ........ ·=-·· \,. ·- {. OATf ___ 9£..,·~A.=;..-e...,.6:;...· __ I ENGR __ __.e:;k;;::i,J~--- PROJECT D'J/et...S'<9/lr> · .. kll 7£88 k I z.. '' ,7 )J.,.;S ', ,, . . ... · . ..,.··· . ~ :. '. . . .; ; . .I burkett~· &wong• structural & clvn englnee,s · . C-R()Sl ~J9ipJ t8t-J?u, -e:.) . re:1!:,IA,e--. -·tJ-/B6 vJ '=,.t ,, 2-P-41Nft_.. : /.S,3 4f/4 I te.-~F --z.. • b +/ti I P/J~T--1.s;.8 #I, 3Vl-· ----- Z,,x' IS· 3 ( ::.. +,-) ' .J. 'Z•6)( '-I!;'.)-1.s.f~, LN, -==---¥-S-5 ;t/, 1-v'"l-,;;,.. 1~ + >-·b/-65 1 ,I-IS•8 -so7 -ff/t w\ c-,l'2 '2.... +-2--• 6 X. S°.5, I .J-I.>'" p -:: ~&'I #/, .\/4 Y.S-SX ~} ~ -= = 5>"·") '2,_. I ',o:> l'.3 -• It. v~ -s_Me ..,-_5e>7 .X. 2}__ I =-'2.~.) -:a.- --t ~(; Sb ..)0 ,'f!_ =. 19 o I 3 R. 6 s-' ,10 -= ,-q 01 3 f iL e-,;-~, ,.,,. l..f.--s, 11c. // y:,·-,_J .'..::ri:> I qs 'f-t:t i + tl,J 7 =· 7 JO 171, · VF-i> · J'1r-=-n,~-tA-/q.,<,,,.,._---c.tf~[z-/./SA-u,8 ,,,~c 2Jl-,c,,.''- • ,, -··· • • .,l :..-Y--.• ·LD-,Z. SHEEt, ___ .... ~'"--·--- JOS · N0 ___ 3---'4' __ o_B~- =-t,e.:; 7 11/,. (&f~ ~-I.I:: !F,v;..~ _.;, "7>f< ~ ' • .~ --7~,..,4,r .... il"· -t!:l)§'l(p-~a/1plOL"1),-.1()fH, S/./r:i+,.,, '.""f,+<,f,.,. <P'l-1,,e,...,.;,·Jl-~1,SI'=-~'f w(?,,tt}° ~=-"Z,'/,(;l'~Yt;//'#. J8~ I '":>, ' ... . ·.' . . ' . '~ ,' .: . . . . 0A te _____ __..;.;r1c;...;c!>;;..CP ______ _ 'burkettJ~' .--&wong~-ENGR ______ 0:;;...;::G=----- PROJECT . . structural & clvll _engineers C~·O.Ss;A OAPS C,,,4-At.S~ . l:flT"E-R 8 L-.- :© © 2.0' 21a' I ~ ------1·,~ ,, "" ti ii ; ~===;ti-I ~---~ • I l'1-0' Q)' ® • • ~-~.,-66.t/, w,,_:::..S'f2.1#J, ~ w~ ~ 6os-:#l1 . I s.,b" /fl,7"' -l3C//LOING -C ', ~ ·--' • it .:r-~. -.. 'SHEEt . '-t.c·I· ; -_Jo~-~-~ · B.3 ~~A 4-S' . i~tl B•tl-@lti /ptf f,J@ ¥-~- ¥ ~ ~ ,.._ ii.I J\ M ~ ~ \\ --~ l I\ ~' '36~3/C I r,!)o' -, "" _. ( '··· ·.: ···.:. :t~· ( 9/86 burkett '-· SHEET. ,c-'2- DATE &wong ENQR Fd JOB NO ':3~o8A structural & civil engineers PROJECT CROSS/< oA l>S C 17-R i. .S/3111> ~ 'E / .,I' /"(I c_. V::: o-,eC:. v\/ -= "l..• {,,,. fl-/c:,' . P1U?.T~ =-IS· t!, o/r .1'€,12. . 1-i-A t.t- JJ-S ' I :: V, 3' 'fk ::::,. 871-X I 6-5 -t-7Y-tx -i. 6 .. i = .. J.s e~ 6 -::. 1 ·s-t;. ill/, < $L2 s~1i '7'5' V, 7'ffx ! '")'"2.. c.. ~ --~/79_,o -~2-. ') --I~.::. 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F :::• ; . ..... : .. .. , ~~!:'"'- (: ·-~- , '• ..... -...... -' OA'TE _____ . ~t"'~{c~~=~'---- ENGR __ _,.;~,...;:;;..._----- -~urkett,~;-, -&wong-W_ $lructurol & cMI engineers SHEET __ .;..(-_0-___ . _/ __ _ JOB NO_..;.=.d;;..:3::;_Q.~~~~!...- PROJECT CA/J.iS.b4P , c~o.ss,A OA.OS ~ $:- m'~ -~ t: ,, as' s,J@Jo,, •• ! @9-t,c .se,' i. .31.' /S' ~ ., - ~ 8' , . .q , I I'-i 1 7.5 i I -. --- y:. f 7#/, ' ' .. 1- , ~ N 0.: ~ t ~ ~ : ©- ~ /c '26, (f ~ . 18-2.. ' ~ =8r#/· "' .__ .... . ,. -:-' ~-' 1) II ~ ~ "'f .. ,,.vt~ ' Ill\ ~MQ.,_ M "\ ~ I )2 ,, k{lf-66 \\ , ?-J , ~ f ' f I, -I . .I -~/'. ~-~~I . '.e L ... _ .. __ IC v :=:.. l'trJ ,,/2 --7--'f -<--· ..._ -:> ~ ~ 41.ti ,-, r ~ '--i+.t , '1 /fl.. .i.. . ·-· <" ·-· ' "/3tlllC)/NS -0 (;S' • ~a' /O~fjf{@ ~l~•C,• .... to):r~·~-e,. -· -. --,) ' . 8'-o"· ~ .: It -. -'$ Ill N I'- /,,/~f1'{:,i ' N ) ,, -?- r .:;-.,..;tJ°t:J:f/, , ~ /:~o· - ", ..... 7V w . .'- ,,,::_-: . . ' ..... ~ ...... -~: . ... ..... • . i .. .-':~ ~. ,· -•; .. ' ,,-f . 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P,.....i@ .,...., . --...... ~~-_.. : -----·~ ..... / J-anuary 6, · 1987 Five M Development, Inc. 3456 Camino Del Rio North San Diego, California 92108 Attention: Mr. Neil Medlock Hr.:; ,., '-'• ' ~ . .,., .. ~ '11 .............. ..:.) JP,N 'l 1987 RECEJVt:.L-- SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. S_OIL ENGINEERING & ENGINEERING GEOLOGY J6b No. 30065-00 Log No. 7-1012 SUBJECT: · ·REVIEW .OF GRADING AND FOUNDATION PLANS Carlsbad Oaks Business Center, Lots 3-6 Carlsbad, California · -Reference: "Foundation Investigation Carlsbad Oaks Gentlemen: Business Center, Lots 3-6, Carlsbad California, Job No. 30065-00, Log No. 6-6552," dated November 20, 1986, by San Diego Geotechnical Consulta.nts, Inc. · We have reviewed the grading and foundation plans prepared br HCH & Associates (dated November 21, 1986) for the proposed co~mercial development at the subject site. Our recommendations concerning the foundations and $labs for the proposed development; have been incorporated into the project specifications, plans and details. A summary of the existing soil conditions at the building sites is attached. The.expansion indices shbwn are based on selected representative s_amples taken during our foundation investigation referenced abpve. However, these soil conditions are those which exist at the present rough grades. Finish grading_of the pads has not yet bee·n performed. We recommend additional expansion testing of the subgrade once finish grading is complete. For 6455 NANCY RIDGE DRIVE• SUITE 200 • SAN DIEGO, CALIFORNIA 92121 • (619) 587-0250 ~- Five M Development Inc. January 6, 1986 preliminary design, the recommendations potential as presented in our referenced i ap_propriate. Job No. 30065-00 Log No. 7-1012 Page 2 for medium exp~nsion report are considered If you have any questions, please do not hesitate to contact us. Very truly yours, SAN-DIEGO GEOTECHNICAL CONSULTANTS, INC. ~~-?-(µ/~ nthony F. Belfastr R.C.E. C 40333 Expirati· Date: 3-31-87 Chief Engineer WLV/AFB/pb Distribution: (2) Addressee {~) -Jay Ellis, HCH SUBGRADE CONDITIONS Anticipated BuLlding So-il Classification ~Expansion Potential A SP and CL Medium B SM and MH Medium C SM and CH Medium D ML-CL Medium F SM-ML Medium G SC-CL Medium H SM Medium . I SM-SC . Medium J· SM-ML Medium * Futther expansion testing is ne~essary following fine grading •' ..... . . . •• ,.,, •• •:P•• •, .. • ,._,, • ... _. -. .,-. I I I I I I I 1· I I I I ·1 I I I I 1, I SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. SOIL ENGINE~RING & ENGINEERING GEOLOGY August: 27, 1987 Ninceman Conscruccion Company 465 Morena Boulevard Job No. 05_.6983-001-00-30 Log No. 7-2126 San Diego, California· 92110 Atcencion: Mr. Mac Reno NINTEMAN CONSTRUCTION COMPANY, ·tNC. . SUBJECT: COMPACTION TESTING Baseco.urse and Subgrade Carlsbad Crossrbads, Ph-as.e 1 Buildings A~ B, C, and D Carlsbad, California AUG 2 7-1987 RECEIVED References: (1) San Diego Geotechnical C6nsul~ancs, Inc., August 19, 19'87, Subgrade and Bas·ecourse Carlsbad Crossroads Business Cencer .Gentlemen: Carls~ad, California, ~ob No. 05-6983-001-00-30 . (2) · San Diego Geotechnical Consultants, In·c., November 20, 1986,. "Foundat{on Inve.stigation, Carlsbad Oaks Business Center, Lots 3 -6, Caclsbad, Califbrnia, Job No. 30065-00 : . .(3) San Diego Geotechnical Consultants, Inc., February 19, 1987, "As-Graded Geotech.nica.l Report, Final Report of Mass Grc;1.ding, Carlsbad oa·ks Business Center, Carlsbad Tr.ace 74-21, Carlsbad, California, Job No. ffS-1079-:--002-00_-10 Submi cced ·herewith is our report of c·ompaction testing and observat.ion performed during th~ pr_eparat.ion of the .subgrade and base. Field density test results are tabulated on Table I, "Results of Compac.tion Tests". Test locations are shown on the a.ttached Site Plan; Place 1. In-plac-e density tests were perform·ed in accordance with ASTM D2922-'81 (Nuclear. Gauge) and in-place moisture tests w.ere performed in accordance with ASTM D3017-78. Tne maximum density of the tesc·ed on-site soil samples was determined by ASTM D1557-78 (Modt·fied Prqctor). . 6455 NANCY RIDGE DRIVE• SUITE 200-• SAN DIEGO, CALIFORNIA 92121 • (619) 587-0250 I ·1 ·1 I I I I I ·1 I I I ·1· I· I I I I I l Nin-ceman Construction Company August 27, 1987 SOIL TYPE Job No. 05-69£3-001-00-30 Log No • 7 -2 1 2 6 Page 2 The su:bg-rade macerLals used were derived f·rom on-site sources. The base .material consisted of impo-rted Class II crushed aggr.egate base. Descriptions of typical soils and ,the results of the maximum density are included .in Table II, "Laboratory Test Res-ult:s". .SUBGRA.DE AND BASE COMPACTION Pr:i.or to compaction,che subgrade soils in areas co be paved were scarified to a depth of 6-inc-hes, moi.s cure condi·cioned and compacted to the required relative compact:_ion of· 90 percent. Based on our cesC: results, the subgrade and base course materials were placed and compacted in accordance with our recommendations of 90 percent relative compaction for subgr~de and 95 percent for base. SUMMARY Our description of grading operations, as well as observations and t~sting services herein, have be~h limited co chose operations performed between July 21, 1987 and July 24, 1987. No representations are made ~s to tne_qualicy or extent of materials ' not observed. Based upon our obser,vations and testing, it is our opin~on, that the work perfdrmed has been ~ccomplished in subst:ant:ial acco:r;dance with the job sp.ec.ificacions. This report should be considered s.ubjecc c.o review by the controlling aucnori ties·. i ' I I I I I I. I I I .I I I ·1 I I I I I 1· · Nin c.e,man C_ons crucc·ion Company 'Augusc 27, 1987 Job No. 05-6983-001-00-30 Log N.o. 7-2126 :Page 3 The oppor.tunicy to-be of service is apprectated. If you have any ques:cions·, please call. · .Ver:y truly yours, .SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. WLV/AFB/pb Attachmen~s: Site Plan, Plate 1 Tables 1 and 2 ~ ~~/.~~ elfasc, P.E. C 40333 Registration Expires: 3-3l-91 Chief Engineer I I I I I I I I I I I I ·1· I I I I I ·I TABLE I RESULTS OF COMPACTION TESTS 05-6983-001-00-30 Ninteman ConstrucLiou Com.pauy August 1987 JOB NO.: NAME: DATE: DEPTH/ MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION ELEVATION ('JO (PCF) ('Jf,) TYPE SG1 7-21-87 Subgrade 17 .2 111 • 1 93 4 SG2 7-21-87 Subgrade 15.2 105.0 93 1 SG3 7-21-87 .Subgrade 15.4 114.2 96 4 SG4 7-21-87 Subgrade 15.0 111.4 94 4 SG5 7-21-87 Subgrade 11.9 117 .6 .99 4 SG6 7-21-87 Subgrade 14. 7 110.8 94 6 SG7 7-21-87 Subgrade 14.0 109.9 93 6 SG8 7-21-87 Subgrade 18.6 105.6 93 1 SG9 7-21-87 Subgrade 14.3 110.5 94 6 SG10 7-21-87 Subgrade 15.9 107.2 91 6 SG11 7-21-87 Subgrade 20.6 105.3 96 5 AB1 7-23-87 Ba.segrade 3.4 139.8 99 7 AB2 7-23-87 lBasegrade 3.2 133.3 95 7 AB3 7-23-87 IBase&rade 3.5 135.9 97 7 AB4 7-23-87 IBasegrade 2.9 134.0 95 7 ABS 7-23-87 IBasegrade 3.6 130.6 .93** 7 · Retest /!21 .. AB6 7-23-87 IBa.segrade 3.8 138.0 98 7 AB? 7-23-87 Ba.segrade 3.4 143.4 100+ 7 ABB · 7-23-87. Basegrade 3.0 138.0 98 7 AB9 7-23-87 Ba.segrade 2.6 130.8 93** 7 Retes1: /11 3 AB10 7-23-87 Basegrade 3.5 133.S 95 7 AB11 7-23-87 .IBasegrade 3.6 134.S 96 7 AB12. 7-23-87 IBasegrade 2.9 136.0 97 -7 AB13 7-23-87 Basegrade 3.2 138.S 98 ]. ABl4 7-23-87 iBasegrade 3 .. 1 142.9 100+ 7 AB15 7-23-87 Ba.segrade 3.7 138.0 98 7 AB16 7-23-87 Basegrade s.s 135.1 . 96 7 AB17 . 7-23-87 Basegrade 3.3 138.6 98 7 AB18 7-23-87 IBasegrade 5.6 136.7 97 7 ABl9 7-23-87 IBa.segrade 2.8 140.3 100 7 AB20 7-23-87 &segrade 3.6 140.0 100 7 AB21 7-23-87 Basegrade 3.3 14L6 100+ ·7 AB22 7-24-87 8asegrade 4.1 138.6 98 7 - AB23 7-24-87 Ba.segrade 3.8 144.1 10o+ 7 .. -SE.E PLAN FOR TEST LOCATIONS *SAND-CONE TEST, A.LL OTHERS NUC-LEAR DENSITY TEST.$ . **TEST FA.ILED, SEE RETEST SAN DIEGO GEOTECHNICAL .co·NSUL TANTS, IN-C. I I 1· I I I I I I I I I ·1· I 1· I I I I TABLE lI LABORATORY TEST RESULTS 05-6983-001-00-30 Ninteman Construction Company JOB NO.: NAME: SOIL TYPE CLASSIFICATION 1 4 5 6 7 Light gray silty SAND Light organic brown silty SAND Job Mix Light brown silty SAND Gray Class II base . ' August 1·9s1 DATE: MAXIMUM OPT·IMUM DE-NSITY MOISTURE (PCF) . (%) 113.5 13.5 118.9 13.2 109. 7 17.6 117.9 13.7 14.0.9 1·. 3 SAN DI-EGO GEOTECHNICAL CONSULTANTS,_ IN·C. • • • CARLSBAD CROSSROADS BUILDINGS A-Al -~& B PROJECT: ___________________________ _ LOCATION: Carlsbad, California ,(;, . -; .: TITLE 24 STATEMENT OF COMPLIANCE TH~STAtE OF CALIFORNIA ENERGY CONSERVATI6N STANDARDS SECTIONS T-20-1500 THRU T-20-1525 OF THE CALI.FORNIA ADMISTRATIVE CODE ~ . HAVE BEEN REVIEWED AND THE DESIGN OF TH~ MECHANICAL SYSTEMS r""~J ~~B~~~~:DR~g~~~~~~N~~BSTANTIALLY WITH THE APPLrCABi;E DIVISIONS \;~ .. • • • ~ -f> i:M-lh'V:f SIGNATURE l#·f-l~~ MECHANICAL/PLUMBING SYSTEMS DESIGN 383~· Ayocado Blvd. Suite 200 La Mesa, CA 92041 619/464-09'!1 /0-/.1-1'6 DATE • BUILDING ENVELOPE SUMMARY BUILDING ENVEL.OPE COMPLIANCE Form 1 (NR-8/81) ProJ~ct Designer: :Q4?,, lgtf?:Wl$'.f?-.. C.0-Docum·ented by:-----------c·, ProJe.ct Title~?ee:tb@e:D C.~1?0$BQA~ . Date: ~ ,1-'2-~, 6::, • • ·, (''""\ '\..:....J • • • p·r.oJect Address: .CAre-~~'Bl\.~ , CA-Checked· by:------- . Date: ____ _ Permit AppJlcatfon Number: ___ _ This to·rm_provldu space to tnsert summary data on_ th• building enveiope. F_orm 1 Is used In con/unction with Form 2 and Form 3 worksheets to provide th• nece~$ai'y Information on· building he-atlng (U•Value) and coo/Ing (OTTV) du/gn crlter_la· c.omp/lance. ' . S·ITE DESCRIPTION (from Building Location Cata) Loca°tlo~-Code· Number 1. ~JO · Latitude ~-.~ Degre~ Pay-s-heat/ng. 3. ~~l':'1-+-------- Solar F.a·ctor, S.F. 4. \.1.1. 1 U' CooUng C:..T, ASHRAe 5. {.p (dulgn· temp. • 78PF) · HEATING DESIGN ·CRITERION Standard U0 w··-~· 10.,,4?;{, Uor ·--.;.·-· 11. ·. , I , • .,·"1' uo f ·-... --12. -· -· -- .Proposed Uow ........... 14. ,,40.G,. . Uor---15. t ()':) u0 ,.~_1e. __ _ Maximum. '2 \ Propqsed '1·d "2 · AIJowable 7 7 · L. D;.), Uoveran-13• 1: · · . , Uoverall ·-17 ~-• · · Lin•-17 mu$t not exc·••d Line 1 ~ ·No_te: '!faximum Allowble Uovera/1 and· Proposed Uovera/1 are calculated on Page_ 4 of Form 2 • Note.: For heated 011IY buildings, Uor Is · calculated f_or the proposed building 'from For.m 2 (Heated Only Building) using the value from Line 3 6. for the· area of sk y/lghts and t-he value from Line 3 7 for the o vera/1 roof ar~a. BUILDING DESCRf PTION · (from plans) Occupancy Type Code Number (fro11J Occup·ant Ratings for Bulld!ngs and Rooms) Gross Condltfoned Floor Area, ft2 ,. Number of Floor3 Average Gross Condltfoned Area per Flo .. or, tt.2 Average Wall Height. per Floor,ft • Ctacl~g cond/tJ.one~ $pace) 6. os4 7. e,·010 a. t. aa •. €:)070 9. ID COOLING DESIGN CRITERION S·tandard· OTTVw,--1~. '9L'6 -OT.TV · 19;-~. \ 1 • r·--... Proposed OTTVw·-····-21. f_q,._4 OTTVr .. -·-22.41Cj€) Standard . J-1,.~0 ·Pro?oaed ,· f ~. 0 OTTV ...... _ .. 2.0. · OTTV ••• -•• -•• , 23. === Llrie 23 must not- exceed Line 20 Note: .Standard OTTV and Proposed OTTV are calculated on P~ge _4 of Form 2. Note: For heatecl and cooled buildlngt:, orrv, /$ calcuta·ted for the propo$ed bulldln_g from Form 2 (Heated and Cooled Bulld1ng)' using the value from Line 25 for the ·area of skylights and the value from Line 27 for the overall roof area. The S percent exemption-doet: not apply to any co_oled buildings. · . ("""\ . . . MAT·L-,{IAL$ DATA FORM BUILDING ENVELOPE. co·M'P-LIANOe • 0 . . . . .. . . . • • r .' . • . ' Form 2 · ·: (NR-8/81J Pro J a o t Tltle: .CAPJ&=,leAQ C:Pd::f;,~DS ~--&J~ • A/ A ··I · Date: g' '2.'70,-, •, "HEATING DESIGN ·cnlTERION .. . . ' . . . . ... W-all . Surtac·o Wln"tor . Typo ·1.roa. 11.2 U-Valuo . T~~-~ 1 • Gl'?P x ,oe, . ·x • · 'J")'p O 2 ! o1 l 0' X ' ?7 1 X 'Typ·o a " ·· x·· · x MCF J,o . Q ,LPt; a: II Tot'nl · · Dlu/11r-;-°F .. ~~ . : -z=. :·. Typo .f · x ____ x J:a Typo 6 ·---x-_...__x_· ___ . • _To1a/ ·\ l B40 Awall 1• . · . . D09r . 'surf11co Wlntor· iYP!_ ·, Aroa:.ii 2· .u-v,1uo. · typo 1 ·fl·4.p X _,·(_;7 x MCF l,_D .. Type 2· ____ x· x a °ryp O 3 -------X-----.--X----• I:~:',. _'a._, A4Q 1 -Olulna Typo Typo'. 1 Typo 2 Typo a· ·rotal · AwlndoJ· S~rf~co Wlnlor. i.ru; u 2 : u.:va1uo :Jt; '20 x:Jd .. JS I o -~ _ ; q --~ ----·x ____ .. ?0'60-==i ro,al _ 2. '269lo . =========-' Totaf . Dlu/hr-°F 12lo Tolai -~. 1 J__ef,.o _, .. Totni . Btu/hr-Pf. l G, 1 'l,;, ·) .t2Gq To I ai ·o.~ 9 ·01 "?J · 1. l . . . • iol~I. .. I-J?-:;:1-0·__:_-2 A0 w, 7. . · · fl ipfat : .. '. __ ..,'~-?--1 .. fZ_ · Ho11Jlng a.· :.~ ?-";,.;;> · ·11n_o, H3+5 ·11no 2j41-0 0ow" ~'2,d.'?. · ~ \-B~D = Ilno·8 · •• llno7 0 • fQG:, . . . 81~/l~r-f~~of' .• r .,,,_ C'90LING DES.IGN··cfUT~·liJON .. ·--~·· .Wart Surface: ·. ·summer 1'.0oq .·a. Typo· · A,:oa. fl 2 ·lJ-VAluo . ·. .. Typ~ 1 . ',l'?.:D X ,pe) ;lC 44 • .• Ty.p~·~ ·-Cp7_f0x: ,¾ x_ 'fu::? ~- Toi al Blu/hr- Typo .a · x ____ x -~ . . , . Typo -C . , ,c ~----1:11-. .iYP.o 6, ·. -· ··x_....;. __ .1C ____ 2' Tp_ltal ·-: f \ '24-0 · AwaU 10 .• ===== OQor ·Typo TYP,O 1". Typo 2 ~tirlaco Summer· TD 0 0 q -Area. 11 2 U-Value . · ~AD x , &,C) x 41., .,, :._:_x _____ x . =r Tolal flo~'-?B ·5~;30 . -~ 10 I :,Of u,· H. . -,. Total Btu/hr . \1.-'3 'o4. :I iypo 3. · · . _. x ___ x _____ • • T.oia1 · 4 4o· · -I ,., r:::04_ Ado or 12.,--Told. _13., ~-/ GluJng Surfaco SF SC Summer. AT iolAI Typ:o :· ~r.~~; .tc"2 . U-Valuo• . . . . Btu/ hr · T~po ~---:· I$ i&: ·x[(e:~ -~~+(• I, _I · xJe. )} I) 'l $'4,~. _TrP!t 2 ·. lS::lO.x[(l_~i.~._,3'r)+( ._, _.x~)]:c 71-0'}7. rypo_~ _·. ;· ..... x[(-;X~")_+(" X~)]~----- . Tolal ... <'L0'2.Q. . . > · I 8 '3 G,2.. ".2 1,.: · . · 14. v · ..;;> -. • Total -16. t · · • .. ;;;, '- window !P . 1 Tot"f ·' --_..,-,~~-,-0' · · "ow . -i·o.· r ~ _;,.;. 142· . . . llna. fDH2-l-_'14 pT~Vwc; 2°171t:,O's ·. I t:5-2_:;lo ii · ·,. ·, · I/no 17. ,. · lino ta -Tot·aJ -z. a 7 · ':2.. CodU~q.17! 1 ~CJ ;,.J lino t 1tt3H6 18. J~.4. Blu/hr-u2 ~ • • • 0 • • 0 • () MATEn~}\L$ DATA FORM (Hont_od nnd Coolod B~Udlno( · / ProJoct Tltlo: C/i..f2...LSBA.D C:(<OSSfZOAP":7-e:,~.A1A · I Pago 2 ·qf FQrm 2 . Date: "1 ·Z:~, BG . . . . HEATiNG DE.SIGN CRITEfllOJi f)9of Typo Typo ·1 ~ypo_ 2 . . S.utfll~o . Wlntoi Ar~11; 11 2· · U-Valua· '0010 ~-,0?··~ r.-•• ·x ____ :a ·Typo 3 ____ JC ____ .. · iypo .,c ____ x -•· · Toh~ · .. <e:c;,rO "opa9uo10~ . · · roof. ·-.~· --··-:· --•" pkyllahl · · Surfiu;o· . Winter iype · · · ·Arott~ ll2 . -U-Valuo · Typo-·1 ~ . X ------· ";yp1· 2 X ------· Typo ;i· .X ------·· Tolai A 21. .Q. okylfghl Tolai . 23. f3x:;)1D u2 . "or Total DIU/hr-°F. . . . :,\-04. Tolai • 20. ' '• ... .4o4· Tolal . Olu/hr-:0r . .. (9,, 'Total 22. 0- . Total /J 4 tlullna 2-4.1 -rO, Jina t0f2l ,._ · · · .. · Jina ·20122 ... Uor ::i Ll04 llno~-f <ex?10 ·~ .i. . . • •· '/lm1 23. · 25.; .-0? Dlu/br-ll~ . . . COOLING DEs·,aw· C'RJTERION . . . . . Roof Surface ·• Stimmor Ac . 1.t0 ·: . Type . Aroa; fl.~ . u.:..value. Typp 1° ·'. .'?Q1.0-xilx .o~--:~m~~ .. Totai . riiulhr :1Cf(S: ' Typo 2 . ----~ilx ___ .... x-~,c_a 1·ype :J". ·. . x·" f x ____ x_x__:.__1:1 Typo -4 : -___;..--"~'-'----X·~.X-~ Tolnl · • ·· · (!:l..:l"'r, ; , -i&/4 ·A· · 20. L.--V' 10 Total· .zr. ,-,-~g~pu_o .. , · .... _ . . ·. _ · Skyllghl 8urfaco so· ·. suinmor AT Tolai . Typo ·: · Ai:oo.;· ,f 2 .. U-Vaf~o · · Btu/hr. Typo 1 .· · -&. ·x-(l11·a:_x;..._)+( ____ >f-~::r ~ Typo 2 ___ x [(illx_)+C-,c_)J,r _______ _ iypo a -·.:· _·x_-[(11,Bx_)·H x_~::r _____ _ io 111i · ~ . A ~~-• . . · akyllgbt Tct~~I {ccS1 D a ~~r.· ao: -. -.u /l1ia 26-128 . 'orrv,~ -1'-114 ·." 1.:.•. 'P:d-rc> ... ,.R . . lino 3 t . • Uno 30 . ' Tolal ;?O. ~ · Tolal 1'1/4 c'?ollno 31. · s · 1 I/no 27-t29 a 2: • C::, 'b ---~- a I u/ hr-1& 2 ~ z :0 • (D .... 0) ~ ..... • • .,----..\ r • • . (~ . • • . 0 - MATERIALS un(A FORM .i f Page~ of Form; Project Ti°tle:C.A)'?L-~AD C.[2.0$$Rc)AD$ -bL-~. FY A,l Date: CJ -2.~.,B, f I ' Floor Type TYP• 1 Type .2 Type 3. Type ~ HEATING DESIGN CRITERION Surf ace Winter : · Ana, fl ? U-Value ~ r,• X , ga. -X -X Jl:I· X Total Auoor44·=== Totai Heatlng-45.===== uo, -.,,,.i;---....... -+------~ Btu/hr-r~°F /In• 46 line 44 ~"TANDA'J':.V • HE"Ai"INC:ii • ~pt)~! 1-tl?A-T\tJa . ' .A~ U<:>wt A()r lJ~v" + Ao-f Oo.f . ' ' ' ..... .A~"' + Ao, + ·Ao -r · - I'?~ I 0(../4~)+ ~70(.., I) . \S~to+·~o7o -- 740?2:,· . _ -2~?,[30 ., '311 , lt;~lo:/,4·0C,)l-fx?.1o{., 05) = . _ z33e;o · 0 2.1 tp + 4otf -. -. --ii?eo ~zii S,-ANDA~D (.,OOl,..IN6\ ; A~(;, .OTI:Vow + A~-t O\TVov" :,_ ,b..t1w + Ao 'f' - .... .,_ ···-··· ......... -··· ·--·-······ ···-.. --·· ,r;,;,i DL ~L?)+ ~D(4, I);:.·.· ·\S~1-o +&:>7o -·492'2~~+ '33087. ffifos.eD cooi..,t-la ~· ---------.:; 1.~~2>0. 22 .o 10310(.IOJ ,4)+ ~l(~qei)::: ~~~_$,D, ':z. "f 7c> 14 i" 7"1 6 '1 _ = n,. o _z433go . ---· ------------'") __ .,... ··z :n I .CD .... OJ ... ..... ' -PROPOSED CONSTRUCTION ASSEMBLY e: :8 UILDI.NG. ENVELCfPE COMl?:LIANCE Form 3 .. '(''i . . •. Chock on• and· write In cons}ru~·tron .assembly number beiow (e.g. Wall· 1, • R"Oof·2, etc.) · . a: wan-.T.. .. . · 0 Rooi-_: _ 0 Floor-_ 'I • :' . . ... List o-f Construction Com-p-onents • • e • ir:::::~--1----r-~. i;;0 ,1 C;iYf'SUf./\ BoAR.D k::~+--_.--r-2~ R-H ltJSut..ATION c.o001·-.~3. ~Is" <SY.?SUf.lf ectA~ -oNe9 ~p~ ,. 5~ . s.· ', /,..PJVSf,v\E/J7'-fo~ ~TVD"'=>: •• • .... i. . ·11 ,74-(. e)+ ;;.-z:z (.2) ~ 10,4:? :-t ,~Sketch of Con~tr~ctfon Assembly ; i. ....... . ' .: Yr~-mlng ty~e: .. vJooO. ·rt wood complete the fofiowlng 'and sd/ust construction assembly · for frsmlf'!g: · . · . . •size:· 2 ~ x·" 4 • .. Spacing• i,c;· · •. o.c ... . . lndlcats aref/1, weight of constru.ct/on assembly, and appro.prlate factors berow: Outside s·urface Atr FIim -,z.r; Coo/Ing r.nstde su·rface Air: ~nm .. C:, 8 Coo/Ing . tot~I Ther~al Resistance (R.T) /'2..~1'7 Cooling ~-Value ( 1 i·RT)-~oe Cooling (NR-8/81) R-:-V~Iue o,r;c:o l.f. 00 ·o#56 • 1·7 He~tlng ~~6 Hoa!l~g rt..i.~ Heating 06·· .. . . Heating Wall:· Are.a 5.:j-60 ft2 . Weight· I~ Ib/ft3 llote: Total Hr and U·Valua ·must be ;rd/ust~d for the affect of framing when appropriate.. . . MqF. t .,.o· TD8 q 4~ •Roo·f: Area __ !_;~_ ......... _ft.2 We}ght lblft-3 Mc· Ac Ff.oar: Area -~.'1lsad only} \,_. < 4 • • ____ ft 2 ,( ! ' . r.-n v t" U::, EO C QNSTRUCTI ON.ASSEMBLY •· BUlLDlt1G ENV~L(?PE COMPLIANCE • • f 1 f • • (··. .· '-Chtt·Ck on• and. Wrlta In constrti-ctlon assembly number below (e.g. ·wa/1·1, R-oof-2, etc.) . ;gl Waft-:,z,,.. ' 0 R-oof-~- 0 F·loor-_:__ , . . \ f. F.orlll 3 (NR-8/81) • List of ConstrucUon C9_mp-o-nents R-V~lue ' ,. 0 \ • (!) \ ' ... .. • I.) . ·sketch of Construction Anscmb"ly . . ' •• j (J · Framing type:_. ____ .,.... __ If wood ·comp/ate tha foliowlng and acf.fust construction ass.emf;ly for frsmlng: · • Size; __ • X • • .Spa..cing_· _____ •. O.C .... lnd!cate area, we/'ght of. corrstru,ctlon assembly, and appropriate factors borow: · WaJI: Area; ce7 JO_ tt.2 . . Weight l'7...o Jb/ft3 · .MCF ,<t,'$ . ::· TD8 q 1 '2 ~: Ro-of: ·Ar-ea . ·. n2 ·weJght ____ 1bIr1.3 .Mc· ·. Ac ·Fro or: Area .....,...Jralsa-d only) . ____ ft 2 I. . '-~· , ' -,11 · 1.. ,· . LolJ~~e-rn- 2. (1.1~-r--ur. l~o 1;-~\· 3 • 4 .. 5. 6. 7 • . 8 " . . Cutsicle s·urface Air Fllm Inside .Surface Alr. film . Total Thermal Resistance ti-Value ( 1/RT) ~R.T) ·• i.t; .17 · Coo/Ing He-a ting • lo tJ .b ~ Co_oUns, Heating ... , .. i4 --r,7(e7 Coo/Ing H_eatlng o.-t;t{-(). 131 . Co_o//ng Heating Note_: Total Hr and U•Va/ua m~st ba adfusted for tlrfJ effect of framing when appropr!~ta. · · . · .-nvr-ut:iED CONSTRUCTION AS~EMBLY · 13UJLDtNG ENVELOPE. C·OMPLIANCE •. ·: l . J; · t· ~:he.ck on~-an.d· ~rlta .In construc·tlon ··assembly number below (e.g. _Wall• 1, Frr,of-2, etc:.) . ::: : o. · wan-~-. ·J8f Ro·of-_ ..... f_ D F. toot-:_ · · -~· . : Form 3 . (NR-8/81) • List of Constructio:n Com.po-nents R-V~lue \q ,00 l. I ~- • Sketch of .constructfon Aasemb'ly '· . ' ·t\~~-i~~ :·type:_· __ -______ _ · If wo_od'.complete the folio'!Vlng and 11.dftist ·canstructlott assemfJ/y for frsmlng: . · · Sfz:e: · · ~· X __ • •;Spacing.-·.--: • 0 ' . .c .. . ' ... ' lndlcats ·.rte a, weight ·of corrstru.ction assembly, and appropriate factors be/aw: Wall:.·Are~ ______ ft2. Wefght-. lbltt3 McF·. T~e q . ------ eRp of: Area 6070 ft2 . We.lght . IC:, lb/ft.~ . -. Mc ·. .q"2- A •. 5,z.. . C ,Fro.o·r:· Area (ralsa·i:! only) . \y-._ ~ ... • ______ ft2 1. R.-i0 IN':'!Jl..-/ltr l~N ·2.;\u?vt,11~. 1eA~. PM~~ 3. 4 .. 5. 6 • 1. 8. . . Outside s·urface Atr FIim ln·stde Surface Air: film '. Total Thermal Resistance ~-Value (1iRT) (R.T) I 2'5 . 11 Coo/Ing Heating ,t, i ,4f;) Cooling Heating 2..1 •. I 2. 21., o+ Cooling · Heating .o,;· ~0'5 Coollng Heating Note: Total RT and U•Valua must b_e 11d/usted for the effect of fral'J'f/ng when appropriate. . . . l •• • •• • • > c\.,J,1..w,r-.1.J c.,---.yi::L.urE sur{IMARY BUILDING ENVEL.OPE COMPLIANCE ' .{ ' ~-B Form i (NR-8/8.1) Project -D~·signer: ·14ee ,(~Q.DNl;:P·-i::z:> .. Project Title:CA~g:AO ~P-c:b.05 p·rojeat Addre-ss: ~LG'.~P, CA p -Documen.ted by: _______ _ . Date: q,1,:~B(o Che·c·ked by: ________ _ Date: _____ _ Permit Appli'cation Number: ___ _ This fo"rm _prov/dos space to /ns,ut summary data !Jn the btilldlng onvelope. Form 1 Is us'1d In con/unction with Form 2 and Form 3 work-sheets to provld• the noeessary Information on· bul/gJ,ig·hoatJng (U~V.alue} and coo/Ing (.OTTV} du/gn crft.erla· -compliance. . . SITE PESCRIPTION (.from Building Location Data) • • • < • Location Codi, Number · l.atftu.qe Degree Oay~·':..heat/ng. Solar Fa·ctor, S.F. Coorrng t:::..T, ASHRAe (design temp. • 7BPF) . . 2 ••. 3., 4. s. 010 r.:,3, I 1q5z_ 122,~ Lo HEA1TING DESIGN CR.ITERJO,N Standard U0 w---1 o._ '4:1?1 · Uo r -~.--l 1. ...,.t .... l __ Uo·t--12._. __ _ Ma;l!:lmum AUowaol• '1.4· r1 Uoverau-13. ':; t..,. == .Proposed Uow-----14. , _aq I ~o:E> Uor 15. __ _ ! j u 0 ,. ___ 1a._•' ___ Proposed p Uoverall -17 ~·' OO · Lin• 17 mu.st· not exceed Lin• 1 ::t No_te: Max:lmum AJ/owbfe Uovera/1 and' Proposed U0 v•rall are calculated on Page. 4 of Form 2 • Note: For h.eated only bul/dlngs, Uor l.s calculated for the propos.ed building "from For.m 2 (Heated Only Bui/ding) using the value from Line :u1· for the· aiea of skylights and the Ya/uti from ,Line 3 7 for the o vera/1 100! ar~a. .BUILDtNG DESCRIPTION (frarr:, plant$) 054 Occupancy Ty;pe Code Number (from Occupant Ratings for Building:s and Roams) Gross Condltloned Floor Area, ft2 .. Number of Flooc3 . . Average Gro~s Condltfoned Area per Floor, ft.~ Average Wair Height per Floor,ft. (facing conditioned $pace) 6. 1.1.u10 a. I . aa •. '1lr!o s. IO COO·LJNG oe·s1GN CRITERION Standard· Propos-ed OTTVw.~ 1~. ·'?J,t; OTTV~-----21 ... f. ~.,0 · 4,/ -.. 4~ or.rv r·.:_ 19. _____ . OT tVr.-~ ... 22. __ ...._ __ Standard . 24-.. Z Pro~oaed , /A 1,, OTTV ____ 20.=== OTTV......,...._ 23. t'°f.- Llne-23 mu.st not- exceed Line 20 Note: _Standard OTTV ~nd Proposed OTTV are calculated on Page _4 of Form 2. Note: For heatec( and cooled bulldlngs, OTTVr Is calculated for the proposed bul/dln.g from F~rm 2 (Heated and Cooled Bui/d/n'g) using the Yalue from Line 25 for the area of skyllght:r and the value frorri Line 27 for_ the overall roof aiea. The 5 percent exemption does not apply t.o any cooled building::. . · • • • 0 MA11;tlAL$ DATA FORM · BUILDING· ENVELOPE co-MP.LIANO!; ·. . Project TUia: CAf-lh~t,-0-~(<.OS$Rl:>A0~ -~J:z;,,B . 11EATJNG oes1au cJH.TentoN . . . . ~ . Wall. TY·PO Typer 1 . iypo 2 Surfac·o Wint or MCF Aroa. fl.2 U-Valuo ~ ·4 ~ ~ ce,-·x ··ho a C"1 J ,.,-:-:_ x. ' ;;i .x ,w~-:;;, ~ Typo 3 ____ x ______ x_...._ __ 111 irpo~.. ____ x ____ x ____ i:1 lypo 5 • . x __ _.__x· • I;~~f 1. 0c£o Do!>r 'Typo TY_PO 1 Surface Wlntor Aroa: ii2· U-Valuo. -~00 l( • ut; X MCF Lo . :t Type 2· ____ x· x ____ :i °rypo 3 -----~---.,..-X--,..--a:s Tol'nl BIU/IU";"oF . -2..l.'-'r .. I t?~'j . Totd 2. l?Ot? Totaf Dlu/h~-°F 1·~'2 l~IAI. . '"2-cc Adooi 3• ~~==·==.. To lei ··.f. I q ~ . . Glaring· Typo Typo· 1 · _Sbrlaco · \'(lnlor. Aroa: u 2 . LJ.,.V~luo / ·0_00 x· l:, 1· ·62s·.u~ :a 11:1 . Typo· 2 ·typo 3_ 'rot,iJ ·Awlndo..9· -----·X-----~ l2it;. I 'rolal. A,)~ . 2 A 7. . 1 ;/.""': ~;... fl ow . . .. I/no ti3Hi .·. · :--z.e,6ft? · · 1 ¾?· 0ow" ____ ..;...__ .,__ ----= flno 8 · •• !lno1 · Total ·o. Tolni · Blu/hr-0 f. :eeo -473. ,~6? iofal '. rJ t'.2 /"'L"' HoaUna· ·a.· · i--v? D ·11no 2l41-G o •. ·" -?;?1 I' ·. DAu/hr-f~~°F ' , •• n ., • ... Form ~· ·_-(NR-8/Bf ·. Onto: CJ ,;z3 -·~ ~ ·. C9';)~1NG DES'rGN."·C_fUT.I;RION . .Wnll surface ·summcir · TOoq · Typo A,:oa, fl 2 ·U-VAluo . Typo_ 1 1:.YJ:D .'x , e>e; ·x -4-L\-.. Ty.p~ ~ . , -z_.440 x • '2:f-,-· X ,Z..~ a Typo 3 :· ·. Typo -1 . ."fypo 6 ... Tp_lal .. Awa·JI 10. D9or Typo Ty~o 1·· Typo 2 )C ·X•· !IC' )C . X 1:11 ~x .J( =-.. c;~g;o . ·· Tolal Surface Summer· -A-roil. u2 U-Valuo TD.oq "'?;x:p )C , ltS )t 1± 1:11 X ---~X X ----. ----'--:a. --7" ___ .. T'olilf · Blu/hr· qtt?45 ....-;i.)LPS?JS 11• 4LP-l lPo Tolal Olu/hr -0~?.:o 4 X 'Tolai. 13. e,:;;&, . Glulng Surface. ·· SF SC · Summor. ll.T Total Typo · Ar.011; .ti2 · . . U-VaJuo . . Btu/ hr . T~p~ ~-: ~00.~-x[(.lith)( ~-,;5)+(. l,_I .. x1L)} _5'q~:z-~- Typ~ ~ ·. 5!-?· x[(.12Z.&~--;~'f-)+( ~~ . ~~)} t.411 q rypo ~-. · -~ ... · -~((----:,K--::-').+{' . X~)]:"-.. -. __ Total .. -1~,-. a3<!:!4-"2 J.. . . · 14. . '7~. T"otd -15. V ./• ";:;;> •• window · · 1:~( ~~-··1~JQ~. ,~2· .... c~°J1i~a.rr. 13 8_G.S3 : /In.a fOtt2+.t4 · I/no 1 ttt3+t5 PTT.~w-~ ./3a~f>·3 + · 1~o5· ia . ·. · I/no 17. Nnota -so 1q,.o . . Btu/hr-u2 • • • . . •· MATERJALSQ(A 1 FORM. . 0 Project ·r1tle:CA~L-'S,f?AD C~.$S~D$-~L-c:G>,~ . n Page q. of Form 2 Date: q · '2.~ .. eG i•. i Floor Type .. HEATING DESIGN CRITERION_ ·/ Surface Winter Toj.aV' ·Area. ft ~ U-Value __ .. /ldlhr-:-°F Type 1 ____ .,..... X ~----ra-/ ______ __ Type 2 Type 3 Type -I ------X------• _____ x _____ a -----X -----a:e To.tal 2 Auoor'"4• · · fl ·Totai Hoatlng45.====:: Uof a -~------=- Blu/hr-fl~°F ~iANPA'f'=..!7. HG'"ATINC':is • fF_Dpt).SW : f.t E?' A 11 .._,~ . line 4-4 A~ Uow+ Aor lJc,.,-+ Ao-f Uo.f . . -A(J"" + Ac~ + Ao-t - 7 3 O c:; (, 4~ )+-'2-L?1D( , /) 73·os-+ Z.lo10 31 t-~ .+ _2.~7-.. = . qq7'5 . -~4~ ? ·7365'.(d'3"1 r) -l-w1o[oxs) . 4°t7<;" -- iBS~ -t_J34-::. ., 1 t'O ~17~ S,-A/lJDA~D. A~;;, .OTC'1ow + A~t Olf\/o..,. __ l,OOL-IN6\ ' Aow + Ao Y - ~fos.eD · GOOLJ t.Ja ~ .. . . . . ·-. . ... -... ·-... ~ . ,• -· .. . . .. . . -. -... ···--- . - ,?:>ot;, L '31,1:5) + 'liflcl 4 ,~ _ 7'60$-{-iz.J.t>10 - l'!Jo1oe -t-·1oq4-7 . q·q 7,;; ::: Z'f. '2- 1?:>o5{Jc;o)+.~LR10(.{16) = Cfq 7 '5 \1>e7~~+.'?c;,-17 ... =,. -.14-~ " ~q'] r; ' ----------------.. _) .... ··z :0 • 0, ..... 0, -~ • PROPOSED CONSTRUCTION ASSEMBLY e: :BUIL·Dl.NG" E'NVELCfPE COMPLIANCE Fo.rm 3 (NR-8/81) ' . '("-'\ . ' . . . '·~chock on•· and· wrtta ./n con;}ruc;;·t1on assembly number be/ow (e.g. Wa/1·1, R"Oof-2_, etc.).,.. · .. . lEf.. w~u-~-o Roof-,...: __ ___ 0 Floor--r.-. . . • List of Construction Components . . . r"":/, ,1 . ' 12~,.t----i· -1. ?10 LJJYf'SVf./\ BoAR.D t::J-t--_;_..,-------r 2. g_-11 It.JSvt..AT/Cl~ . Q;>fJ01-_:__3. it/s" ciY.?Sl.lwt tadA~ . -oN-~9 $.f/<(::.c;. . . 5. . · A PJV ST'tVtaJT foiL ~'TVD? -:. • ' 6 • 7,. · ··11,74-(,B)t-5,1--Z (.2.) ;_ \o,4-°? ~ ;Sketch of Construction Aasemb:ly . "-. ~ ':~;;ming tyPe: . v.JooO , · If wood complete the toilowlng end 11d/ust construction assem{J[y for frsnilng: . . . • srze; · i. ~·x .. 4 • . · .Spaqing• L~ •. O.C ... Indicate ai~_a, .. weight of constru.ctlon asserrrbly; and appropriate factors berow: a. . ~I Cutslde s·urface Afr Fllm ,. 7,.t; Co~llng Inside Surface Air Film .. ., t;,8 ~oo/Jng . Total Ther~al Resistance· (R.T) /1../J7 Cooling ti-Value ( 1 IR,.) ,oe Coo/Ing R-:-Vc\llUe D,t;'Ca f.l.oo ·0#5~ • 1·7 Heating ... ~8 Heating ,i..'l~ Heating ·oa-. -.. Heating Wall:· Area :"2..1.·40 ft2 Wefght: . I~ Ib./ft3 Note: Total Hr sitd U•Value must be ed]ust~d for the affect of framing when appropriate. . .MCF 1~-0 TDt3~ 4~- e Roo·f: Area :-:: ft 2 . ·. Welght ------f-b-/ft.3 ·Mc· Ac Froor: Area \· '•gJs_ed only} t~- • _____ ft 2 . PROPOSED CONSTRUCTION ASSEMBLY e. ·surLDING ENVELOPE COMPLIANCE Form 3 (NR-8/81) . C ·1check on• and: write In construction assembly number below (e.g. 'Wall-t, Roof·2, etc.) • ;g) Waif-:·1,.. D Roof-,__.,.._ 0 Floor-_ \ 0 (!) .. ~ ~ \ • • " ·sketch of Construction Aasemb'ly -· . ·:O ·i=rami_ng type:..:.·----------- ,, wood ·complete tho foiiowfng end sc!/usf constructlon assem{Jfy for framing: · • Size; __ • X __ • · .Spac'rng• --•. O.C ... • lndlcsta area, welght of. corrstru.ctlon assembly, and appropriate factors berow:· .. '2.G:)40 2 WaU: Area . -ft . WeJght /1.,o· lb/ft3 MCF -,(#$ ~.-TD8 q ii. Roof: Area ____ . n-2 · ·w elght rbnt-3 .Mc ··Ac Ffoor: Area '(ja/sed only).· ______ tt 2 • List of Construction C9:mponents 1 • t· II . t:olJ C..~e'TE.. 2 • C-r1~1 .. uP_ l~o v~~Y 3 • 4~ 5 • 6. 7 • . 8. dutside s·urface Air ·Film Inside Surface Alr. fllt-n . Total Thermal Resistance ti-Value ( 1/RT) ·• 7.,t; Cooling I ft, e Coo/Ing .. (R.r) \. -~'1-- Coo/Ing 0,-t;f Co_ollng R-Y~lue o.9 f .11 Heating ,(,8 Heating ·l,7CP Heating ~~ f:;7 Heating Note: Tatar Hr and U•Vafue m_ust be ad/usted for the. e.ffect of framing when approprl~te. · · PROPOSED CONSTRUCTION ASSEMBLY e. BUILD.ING ENVELOPE COMPLIANCE . C. -bh1tc:k on~· "nd' ~rite In C onstructlon essemb/y number below (e.g. Wa/1•1, mior-2, etc.} ... O. Wall-~: · · M Roof-'. l · D, Floor-·· ·, . --r· . . Form 3 (NR-8/81) • Lls·t of Construction Co_mpc;>nent·s R-V~lue \q ,00 • Sketch of .construction Aasemb'ly . . . >,--,; l I • '---r1'raming type:_· ___________ _ . ff wood-complete the l~liowlng and adfust canstructlon assemf:,ly for framing: . · . Size: -.. · · ~ X _______ • • • .Spacing• · •. O.C ... . . . . ' Indicate ·srea, weight 'of constru,::tlon assembly, and appraprlat,e factors below: Wa.JI: _'.-Ara·a _______ ft2. ·. Weight . __ tb/ft3 MCF TDe_q . ----- e Roof: Area · 1,(p70 ft2 We.lght I~ lb/ft.3 Mc . ,q-i. Ao , 5'2,, _ Floor: Area tra!sei:J only) • ____ ft2 1. R.-}q IN1UL-Ai l~N . . 2. ,ACt?(.)'111 ~ 1eA-~ PAfJGt, . . 5. 6 • 7. 8. Outside s·urface Atr ·FIim Inside Surface Atr. film· . Total Ther~at Resistance (R.1) . , z~ Coo/Ins:, I&, i Coo.ling 2..l •. I 1- Cooling Cooling . I. l -? • I 1 Heating .~E, Hea,tfng 21., of Heating Heating Note: Total R7 and U•Va/ue must be ad/ust~d fo~ the effect of framing when appropriate. · . . ~ . •.• '· . ,·. • • • • • • 1 Documentation Form Form4 HVAC Systems Compliance ... vA itL.~ BAD C-12'.0 ~> ~oA D?_, Pso}e,dTUle C..Ar<.LhBAo , . cA . ·Date Note: All items ref er to a single air-conditioning .system and the spaces . served by this system. Use additional forms for'multiple systems • · System . fC~ \ /c:u-1 · . · ... . . 'Give system name, or number as called out on drawings. DESIGN CO.NDITIONS ~. . . ~4 Building occupancy type (Table 1 of Appendix I} • • • • • ---,:--:::.--.,.,....- Project Latitude (Table 2 of Appendix I) •••••••• : • • • • • _· 2~::?,-,:;.;--::.~I __ -Heating Degree Days (Table 2 of Appendix I) • • • • • • • • _.._I ".1+·=2-=t.-"'----,- . . . HEATING LOAD DOCUMENTATION (Attach calculations) Outdoo-r Design Temperature, Winter •••••••••••••••• 4'2.. Indoor Design Temperature • • • • • • • • • • • • • • • • • • • • • • • • •• --,,-~=--- iemperafure of adjacent unheated spaces ••.•••••••• ·-~=---=---- Transmission Heating Losses •••••••••.••.••.•.• ;;.; ••• 1z; ? I 7fe1 -:Z- Infiltration J.\lr ••••••• : •••••••••••••••••••.•••••••••••• Heat Lo.ss From Infiltration ••••••••••••• ; ••••••.••• ." •• Ventilation Air· ...•...•................................ Heat Loss From Ventilation ........................... --...,...,...-- Outdoor Air for Special Processes • ••.••••••••••• •.• • • • ____ _ Heat Loss From Proces~ Air ...... ." ............. ,,. • • • ____ ____ Other Heat Losses (describe) ••••••.••••••••••••••••• ..---!>t·· I '2'i>7-......... - Total H'eat Losses ................................... . ,0~~4- COOLING LOAD DOCUMENTATION (Attach calculations) OF OF OF Btu/Hr. CFM Btu/Hr. CFM Btu/Hr: CFM Btu/Hr. Btu/Hr.:· Btu/Hr. Outdoor Design Temperature, summer, dry bulb • • • • • __,-~,_...,..4 ______ °F Outdoor Design Temper~ture, summer, wet bulb • • • • · . ~'i=l °F · Indoor Design Temperature, summer; dry bulb • • • • • • , P3 · °F Indoor Design Temperature, summer, wet· bulb • • • • • • z;,s. °F Transmission Heat Gain •• •• •• • • • • •• • • • • • •• • • • • • ••• •• 3 2-47 Btu/Hr. Infiltration Air •••.•••••• ;. • • • • • • • • • • • •.• • • • •.• • • • • • • • • • • • CFM Heat Galo· From Infiltration • • • • • • • • • • • • • • • • • . • • • • • • • • • ~ Btu/Hr •. _ Outdoor Air for Special Processes ••••••••••••••••• : • CFM - . Heat Gain for Process Air • • • • • • • • • • • • • • • • • • • • • • • • • • • • Btu/Hr. Solar Heat Galn Through Windows, etc. .. ....... .... '3-z.z_g, Btu/Hr. H~at Gain From Ll~hts, gqulpment, People, etc. • • •• • 5 542-Btu/Hr. ·Heat Gain From Other Sources ............... ~ .... ~ •. Btu/Hr • • • • 0 • •· C • Form 4 continued. 2 .Outdoor Air: CFM Per' Person (Not to Exceed 7 "1 <; Tabulated Minimum Ventilation Rates) •.• • '· · CFM/Pe.rson Heat Gain From Outdoor Air ...•...........••• __ -_,,?;J:;...·...::.z.,...::c;,'---_ Btu/Hr. "-- Total Cooling Load ................................... . \ z.~;7 Btu/Hr. 1TEMPERATURE CONTROL Attach manufacturer's cfata orother, give specification or drawing reference which shows that the room thermostats meet t~e requirements of T20·1503 (a) and (c). l REFERENCE ·. (page or sheet No.). ~rte~.-, ~7 Indicate drawing or specification reference where the temperature control device requirements given below.are: documented. An automatic temperature control device shall bet.Provided for:- • each separate HVAC system; ............. .' .... ~ .... _ ...... -Se.e f1L.,AIJS li ~-M-7 • each zone .......•..... .' ..................... ~ ... ~..... ..• • . . ______ · SIMULTANEOUS HEATING AND COOLING. The following requirements apply to the use of new energy and need not be complied with when recovered ene_rgy is used to control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone may be chosen to represen·t no more than ten zones with similar heating or cooling requirements. Concurrent-operation of independent heating and cooling systemsseMng common spaces must provide either orboth of the controls given below. List reference· specification page or drawing n~mber where control requirements can be verified. REFERENCE . • Sequential temperature control of -heating and cooling systems • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • _____ _ "\ . • Automatic reset of heating temperature, to limit energy input only to that level to off set 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% Qr 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 cqoling •... ,', •.•••••••••••• • Single zone reheat systems shall be controlled to sequence heating and cooling ........................ . -- • . c-i • • • • c-, • Form 4 continued 3 ouat~duct or multizone systems-give reference specifications page or d_rawing number which· wlll show compliance with the following: . • Hot deck temperature -must be automatically reset to the lowest temperature necessary , to satisfy the zone requiring the most heating •••••••••••• \ • Cold deck temperature -must be automatically reset to the highest temperature necessary . to satisfy the zone requiring the most cooling •••••••••••• REFERENCE - - Recoollng systems -give reference specifications p_age 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 zone requiring the most heating • \ ••••••••••••••••••••• '. •••• _. ••• ,.-:-- HVAC SYSTEM RESTRlCTIONS & SPECIAL REQUIREMENTS S~veral HVAC System types have special requirements or restrictions. In t~ls 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 specifications page or drawing numbers. Type HVAC System Used -Describe type of system to be used (Include reference for specifications for the ~ystem), · · Constant volume reheat system -when serving both Interior and exterior zones -separate cooling colls are requlreg If the exterior zone exceeds 20% of· the total air quantity through' the cooling coil. ·' REFERENCE ___ --______ _ Constant volume dual-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 utillzed.f or 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. -REFERENC~-------- • 0 • • 0 . •• • Forni 4 continue-d Eco·nomtierCycle --For each cooling fan system, for other!han dt:1al~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 ~nless one of the ex9eptions allowed is clalmed. " ... :REFERENCE ___ -_-___ _ · Ele·ctric-Resistance Heating Systems -These systems shall not be used unl'ess the total ,Installed electric resistance heat does not exceed 1"0% {ten percent) of th~. annual heating ·energy requirement or a life cycle co~t 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 ref ere nee if .less than 1 o % or include Form 8 if calculating life c_ycle cost. · ..__ REFERENCE _______ _ 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 op~rated·dampe~s must be prQvided for all openings to the outside with the exception of combustion air openings. REFERENCE $Be S(..fT, M. -, POWER CONSUMPTION IN FANS Constant volume system · Total Bupply Air Quantity ••••••..•••••••..••••••••••• CFM Total Pressure of Supply Fan ....................... .. Inches Water Total Supply Air Quantity Adjusted for Process Loads ••••••.•••..••••.•••••.•••••••••••• · ____ &::,_· _o .... o_, . ....-- Total Gross Floor.Area................................ 3 +o CFM Sq. Ft. Net Fan ~erformance Index (FPI} .. ~ ........... , ...... _..___,_I_ ... _B __ .Variable volume system Total Supply Air Quantity at Maxi'mum Flow .••••••••• Total Pressure of Supply Fan at Maximum Flow ••••• -------,,'-CFM Inches Water Total Gross floor Area ••••••••••••••••••••••••.••••••• ---~--Sq. Ft. Fan Performance Index at Maximum Flow (FPlm) •••• Variable Volume Adjustment Constant ••••••••••••••• Adjusted Fan Performance Index, FPla •••••••••••••• ,,,.._ ____ _ PIPING AND D.UCT INSULATION AND DUCT CONSTRUCTION Reference$ to the piping insulation, duct insulation and duct construction requirements gresented in Section 4.2 of the Energy Conserva~ion Desi~n Manual must. be given below: REFERENCE SGe;. $1--{T, M-, • ..) • • ...,I 0 • .. • C- • ... ... Documentation Form &: HVAC Equlpme~t Compliance Form 6 \ References giving the specification page or-drawing sheet number or manufacturer's ·· data must be submitted to demonstrate compliance -with Division 6 of the standards . Elect~icalty Operated Cooling System Equipment Absorption Water Chilling Cooling System Equipment · combustion Heating Equipment (Oil and gas· fired comfort heating equipment ... glectrically Operated Heating Heat Pumps ·electrical Resistance Space Heating Equipment Requirement for Manufacturer's Maintenance Procedure, Full and Partial Capacity and Sta,:id·By lnput(s) and Output{s) Specification Ref ere nee Statement that the Building -Design su·bstantially Complies with the California · Energy Commission Regulations for New Nonresidential Buildings Standard rating capacity, · , Btu/hr Minimum EER (COP) Reference · Heat source (check one) · Direct fired (gas-oil) · Indirect ffred (steam7.hot . water) Minimuin (;ER (COP) Reference Minimum combustion efficiency at maximum rated output "' Reference Minimum EER {COP) Reference Supplementary Heater Control Reference Ref er.eace for Full-Load Energy Input and o·utput Reference · Reference -- -S~e. .SHT. M -/ • CAF:LSBAD 46117-FC1·M- 1.c>-11-1986 *CALIFORNIA LAT= 3~ CONST= 30l-\l/10R/ ~50B l•JALL COLOF:: MEI)IUM * ALT --90 ID= 78/45: 75 ROOF COLOR: LIGHT 0 60515841.6 ' D.B.TEMP TOTAL TONS RSH TONS C.FLM. • 1. JUN AT 9 A.M. 74.3 0.97 0.84 399 ,.., ..::.. Jl,JL AT c-; A.M. 75 .. 2 ().93 0.80 379 3. OCT ?)T 1C> A.M. 72 ... 5 0.69 0.57 270 4. NOV AT 2 1=·. l'1. 76.6 (l.63 0.50 237 5. SEF' AT ..,.. ·-' P.M. 82.. 2 0.89 0.75 354 6 • JUL AT .4 P.M. 83.0 1.05 0.90 427 7. JUN AT 4 P.M. a2 .• 1 1. 04 Q.88 419 ZONE HEATING---> ·-17,612 l.i.J/ INF IL= 17,611 C.F.K = 457 TRANSMISSION FACT. TEMP DIFF HEATING TEMP DIFF COOLING INPUTS CEILING PARTITION 0.05 12 0.08 12 14 6 FLOURESCENT LIGHTS Y SOLAR FACTOR AND/OR REVE?\LS OVERHANGS HEIGHT OF OVERHANG FLOOR SKYLIGHT o . 00 0 • 00 0 37 0 5 SKYLIGHT= 0.00 PRESENT (FT). TYPE 2 TYPE 3 • DEPTH OF OVERHANG HEIGHT OF WINDOW DEPTH OF REVEAL NUMBER FLOORS TYPE 1 1. 00 4.0(> 8.00 0.08 1. 00 o.oo 0.00 o.oo o.oo 1. C>O o.oo 0.00 o.oo 0.00 1. 00 ,~ E~FECTIVE AVERAGES FOR ZONE LOADS OR DP-COST: \_j EXPOSURE: N. NE E. SE S. SW taJ. NW • • • liJALI.. TRANS. FACTORS O. 00 O. 57 0. 00 0. 57 O. 00 O. 00 O. 00 O. 00 GLASS TRANS FACTORS 0.00 1.10 0.00 0.00 0.00 0.00 0.00 1.10 GLASS SOLAR FACTORS 0.00 0.55 0.00 0.00 0.00 0.00 0.00 0.55 ROOF TRANS~ FACTOR = 0.05 SKYLIGHT TRANS. FACTOR -0.00 .,,, OUTPUTS NUMBER OF PEOPLE = 4 SENSIBLE PEOPLE LOAD = TOTAL LIGHTS = 615 LIGHTING LOAD = OTHER ELECTRICAL = 205 OTHER ELECTRICAL = NE TYPE 1 GLASS AREA= 2(1!) NE TYPE 1 GLASS SOLAR = NW TYPE 1 GLASS AREA= 30 Nt>J TYPE 1 GLASS SOLAF: == Nv-J TYPE 1!3HADE AREA = 11 Nt,J TYPE 1 SHADE SOLAR = TOTAL GLASS AREA = 23(> TOTAL GU4SS SOLAR = TCJT(4L GU~SS AREA = 23(> TOTAL GLASS TRANS~ = Sl<YLIGHT P1F:EA -0 TOTAL SKYLIGHT SOLAR == Sl<YLIGHT (4F:EA = 0 TOTAL SKYLIGHT i""RANS = 1,005 2,624 7(H) 2,070 1,042 i 16 3,228 1,265 0 0 NE TYPE 1 WALL AREA - •sE TYPE 1 WALL AREA= tOTAL l,•JP,LL Al::;:.EA PARTITION AREA CEILING AREf4 C '_DOR AREi~ 1-1REf~ OF ROOF S1~FETY FACTOR EVAP FAN H .. P. MISC SENSIBLE VENTILATION CFM MISC. LATENT NUMBER OF PEOPLE • VENTILATION 6~M TOTAL CFM-STDAIR = = = = = 90 NE TYPE 1 WALL LOAD 180 SE TYPE 1 WALL LOAD ~70 TOTAL WALL TRANS. 420 TOT ?~L P?~F:T. TRP1NS 410 TOTAL CEIL1NG TRANS 0 1·orAL FLOOR TRANS 0 ROOF LOAD 0% SAFETY B.T.U.S 0.12 FAN HEAT GAIN -DT 0 MISC. SENSIBLE. 31 O. A.SENSIBLE LOAD 0 MISC. LATENT 4 PEOPLE LATENT LOAD 31 O.A. LATENT LOAD 427 TOTAL LATENT LOAD ROOM SENSIBLE = 10,802 ROOM LAT. LOAD **************~~****************************~* 46117-FCl* * :::i 4:31 ., 1, ~)62 = 1, 4<"13 = 2(>2 = 287 = () ·-0 = (l = 375 = 0 -· 169 0 = 841 = 451 = 1,292 = 841 -·-> GRAND TOTAL LOAD = 12, 637 BTU, S OF: 1 • 05 TONS ,t·--' LOAD RUN FOR # 6. JUL AT 4 P.M. AREA CSQ FT> = TOTAL CFM-STD AIR= • PAFff I TION LOAD -· VENTILATION LOAD - FLOOR HE?H I NG LOA'D= ., GLASS HEATING LOAD= SLAB HEATING LOAD= )>·l~RM UP LOA:0 = 410 427 HEATING ·403 1,252 0 9~ :::::61 1,908 0 ~SQ. FT PER TON CFM PER SG! FT LOAD CEILING LOAD ROOF HEATING LOAD SKYLIGHT LOAD l>H-"1LL HEATING LOAD INFIL HEAT LOAD 1-1 LOAD l'>IITH VENT ~/ COIL SELECT I 01\1 P~~)RAMETERS = = = = ·- = - = DB TEMP ENT/LVG = 78..4 I 54.2' TOT SENSIBLE LOAD = WB TEMP ENT/LVG -63.6 / 53.~ TOTAL COIL LOAD = sPeOIFIED ROOM RH = 45% RESULTING ROOK RH = TERM AIR TEMP = 55.00 / 110 DEGREES ROTATED= 0 . • T. ST. EVAP FAN -1 .·oo NON-CEILING RETURN BLDG. 'U' FACTOR= 0.81 CARRIER DEFAULTS :;_:;s9 1. 04 246 0 (I 5,694 0 18,864 .11, 346 12,637 43% ---------------------------------------------------------- • c:·- • ~. • ~) '--· • • • • C • ...... -· .. ,. 1 Docume:t1tatlon Form Form4 HVAC Systems Compliance . :.~A-i.(/:,~ 40.¼'MADS ~}-ctnu. . . yA·'f-tJ; e,.t,.D, 1, CA • .. 'tO,Jlii4:> Date ' Note: All items ref er to a single air-conditioning system and the spaces . served by this system. Use additional forms for"multlple systems. . t::"e,· .,. 1,.. 1· DJ-1-. . . . . · System ________ ri.,;; 1 ::__--=:..-=--"_i:..._::::..::_-=-..:.._--:---,--:--;;;-:;-::-;::~:--:;=:-:'t":::-:----:----Give system name, or number as called out on drawings. DESIGN CONDITIONS Building ~ccupancy type (Table 1 of Appendii I) •• , ,', Project Latitude (Table 2 of Appendix I) •••••.••• · •••••• -Heating. Degree Days (Table 2 of Appendix I) •••••••• HEATING LOAD DOCUMENTATION (Attach calculations) Outdoo-r De-sigh Temperature, Winter • • • • • • • • • • • • • • • • ____ _ Indoor Design Temperatur~ •••••••••••• _.............. __ _,,_.,___ . '4-z.;. 7,; Temperature of adjacent unheated spaces •.•••••••• '---...c;.....,.- Transmlssion Heating Losses ................. :~ ••... '22 l2!0@ Infiltration Air •...... : .......•.............•.....• •~•.. ______ _ Heat Loss From Infiltration ............. ~ ......... : .. --Ventilation Air ••...................................•.. ,, , .. ( ~6-Z.. Heat Loss From Ventilation ........................... -...L-1=~- 0utdoor Air for Special Processes • • . • • • • • • • • • • • • • • • • ____ _ Heat Loss From Process Air •••••.••••••.•••••••• ,,, ••• ____ _ Other Heat Losses (describe) •••••••••..•.•••••.••••• · ______ _ ----- Total Heat Losses •••••••••••••.••••••.••••••••••• .-•• 14-iqo g4- COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Oesign Temperature, summer, dry bulb ••••• Outdoor Design Temperature, summer, wet bulb •••• · Indoor Design Temperature, summer, dry bulb ...... ----.L.-"",.--- lndoor Design Temperature, summer, w¢t bulb • • • • • • ---=~,.......,._;... Transmission 1:-!eat Gain ••••••••••••••••••••••••••••• ft;Cf , ~1-G Infiltration Afr ......•.. ; .. •-· ........................ ·-·-· ___________ _ Heat Galo From Infiltration •••••••••••..•••••••.•••••• Outdoor Air for Special Processes ••••••••••••••••• : • -----Heat Gain for Process Air •••••••••••.•••••••••• "'.... --:-:--,--~- Solar Heat Gain Through Windows, etc ••••• ; ••• , •••• H~at Gain From Lights, Equipment, People, etc ...... -111--,, -Heat Gain From Other So'urces . ---x...¥..:::~-· · · · · · · · · · · · · · · ~ -·~· -· ~ ~~---S:'?i"5(3·, - OF· OF OF Btu/Hr. CFM Btu/Hr. CFM Btu/Hr.· CFM Btu/Hr. Btu/Hr/· Btu/Hr. OF OF ;,F OF Btu/Hr. CFM Btu/Hr. CFM Btu/Hr. Btu/Hr. Btu/Hr. Btu/Hr, • C • • .o • • C • Form 4 continued. 2 . Outdoor Air: CFM Per Person (Not to Exceed Tabulated Minimum Ventilation Rates) -:•. Heat Gain From Outdoor Air ................ . _ __,,_,1,..,..<i _ __,. · CFM/Pe.rson .....----':4:-?3""'-· I.___-Btu/Hr •. - 'Total Cooling LOad ............... , ..... .-........ -,-, ...• f g, 0 0& Btu/Hr. ,TEMPERATURE CONTROL Attach manl.lfacturer's data or other, give specification or drawing refe'rence which shows that the room thermostats meet the requirements of T20-1503 (a) and (c). ,· REFERENCE (page or sheet No.) -see-. sf.,{-r. V\ -7 Indicate drawing or specification reference where the temperature control device requirements given below.are.documented. An automatic tei:nperature control device shall be provided for:- • each separate HVAC system~ .................. _ ..... _ ...... %?: ~'-<T, M-7 . • eacti zone ~ ...•. •-.• .....•.•...... -.... -........ : .•...........• SIMULTANl=:OUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be complied with when recovered ene~gy Is used to control temperature. ,- In each case, when resetting hot and cold deck temp·eratures, one representative zone may be chosen to represent no more than ten zones with similar heating or cooling requirements. Concurrent-operation of Independent heating and coolingsysteins serving common spac~s must provide either or both of the controls given below. List reference specification page or drawing lll!mber where controi requirements can be verified. REFERENCE . . • Sequential temperature control of heating and cooling systems ............................. .. - • Automatic reset of heating temperature, to limit energy input only to that level to off set heat loss due to transmission and .fnfilfration ~ .•.•. , •.•....•.............................. ; .....•. ____ ._-..-_· __ _ 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, controis must automatically re~et the cold air · .. supply to the highest temperature level of the zone requiring the most cooling • '. ••• : •••••••.•••••••• • Single zone reheat systems shall be controlled - to sequenqe heating and cooling •••••••••••••••••••••••• .-__ ..--___ _ . 7-8144;4 . • 0 • • 0 • • C • ... ;.,"\.-·-... Form 4 continued 3 Dual-duct or muUizone systems -give reference specifications page or drawing number which· will show compliance with the f ollowlng: . • Hot deck temperature -must be automatically reset to the lowest temperature necessary ~EFERENCE -. to satisfy the zone requlring· the most heating •••••• ; ••••• · -------~ • Cold deck temperature -must be automatically reset to the highest temperature necessary . to .satisfy the zone requiring the most cooling •••••••••••• -- Recoollng systems -give reference specifications p_age Qr drawing number which shows compliance with the following If recooling 20% or more of th~ total air in the system. • Controls must automatically reset the temperature of heated supply air to the lowest temperature necessary to satisfy the zone requiring the most heating • ~ ..................... : .... _.."' HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions. fn tryls 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 specifications page or drawing numbers. Type HVAC System Used -Describe type of system to be used_ (include reference for speclfioations for the ~ystem). '$f'1.,1_1 r::,YST6#A D,<. . HE:::-A"T Ptlf/\P Constant volume reheat system -when serving both Interior and exterior zones -separate cooling cotls are required If the exterior zone exceeds 20% of the total air quantity through' the cooling coil. -' REFERENCE _________ _ Constant v'olume dual-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. lf-used, the air leakage for dampers utillzed 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 dam pets will be subjected. Manufacturer's labei or nameplate shall state leakaQe rates. REFERENCE ___ --____ _ • ·c} • • 0 . • . • • Form 4 continued 4 Economlz.er 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 ~nless one of the exceptions allowed Is claimed •... . -REFERENCE. _______ .....,......_._ _ __, Electric Resistance Heating Systems -These systems shall not be us·ed unless the total ,Installed electric resistance heat does not exceed 10% (ten percent) of the..annual heating ·energy requirement or a life cycle co~t 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 1 O % or include Form 8 if calculating life cycle cost. · -REFERENCE ______ _ MECHANICAL AND GRAVITY VENTILATION · Mechanical ventilation -Dampers which are automatically interlocked and closed on fan shutdown are required. Grc:i.vity Ventilators-Either automatic or readily accessible-manuallYop~rated dampers must be provided for all openings to the outside with the exception of -combustion air openings. REFERENCE see '5f1Ti /.11----J POWER CONSUMPTION IN FANS Constant volume system f)tu9 Total :5upply Air Quantity ••••••••.••••••.••••••••••••• ----,.....---CFM Total Pressure of Supply Fan • • • • • • • • • • • • • • • • • • • • • • • • Inches Water Total ·Supply Air Quantity Adjusted for £;Jo 0 Process .Loads . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . • . • . • ·---,---,.--· CFM Total Gross Floor Area ............................... ·•• #rZ Sq. Ft. Net Fan ~erfotmance Index (FPI) ••• ,. ..•••••••• · •••••• .Variable volume system Total Supply Air Quantity at Maximum Flow .••••••••• Total Pressure of Supply Fan at Maximum Flow ••.••• Total Gross floor Area •••••••••.•.•••••••••..••••••••• Fa~ Performance ln_dex at Maximum Flow (FPlm) •••• Variable Volume AdJustment Constant ••••••••• , •••••• Adjusted Fan Performance Index, FPla ••••• , •••••••• i _q ---........... -.,,. CFM _______ ..,..__ Inches Water ------Sq. Ft. Plf>ING AND 0-.UCT INSULATION AND DUCT CONSiRUCTION 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: REFERENC.E see. 5~T. M-7 • .) • • _,I 0 • .. • (_ • .. . , .. Documeutatlon Form & HVAC Equipment Compliance ·. ·:. Forms .... , References giving the specification page or drawing sheet number or manufacturer's .'· data must be submitted to demonstrate compliance with Division 6 of the standards . Electrically Operated Cooling System Equipment Absorption Wat.er Chilling Cooling System Equipment Combustion Heating Equipment (Oil and gas· fired comfort heating equipment- Electrically Operated Heating Heat Pumps Electrical· Resistance Space Heati11g Equipment Requirement f<;>r Manufacturer's Maintenance Procedure, Full and Partial Capacity and Sta!)d· By lnput{s) ~nd Output{s) Specification Reference Statement that the Building Design su·bstantially . Complies with the Cf;llifornia · Energy Commission Regulations for New Nonresidential Buildings Standard rating capacity, Btu/hr Minimum EER {COP) Reference Heat source (check one) Direct fired (gas-oil) · Indirect ffred (st~am~hot . water) Minimum EER (COP) ... ReferE;!nce Minimum combustion efficiency at maximum rated output Reference Minimum EER (GOP) Reference Supplementary Heater · Control · Reference Ref er.ence for Full-Load Energy Input and Output Reference · Reference 24-ooo. --- • 46117-FC2 10-11-1986 CARLSBAD *CALIFORNIA LAT= 33 CONST= 30W/10R/ 308 ALT= 90 __ )~_ .. ll·A··'LL COLOR: ME;D I UM . ~-60515841. 6 D.B.TEMP TOTAL TONS ID= 78/45 : -75 ROOF COLOR: LIGHT RSH TONS C.F.M. 1. JUN AT 9 A.M. 74.3 0.91 0.78 371 2. JUL AT-9 A.M. 75.2 1.00 0.86 410 3. OCT AT 10 A.M. 72.5 1.51 1.35 642 4. NOV AT 2 P.M. ?6.6 0.73 0.59 279 5. seP AT 3 P.M. 82.2 0.99 0.83 395 6. JUL AT ·4 P.M. 83.0 0.89 o.i4 350 • 7. 1JUN AT 4 P. M. 82. 1 0. 85 0.70 332 ZONE HEAT1NG--> = 13,108 W/INFIL= 13,108 C.F.M -340 INPUTS CEILING PARTITION FLOOR SKYLIGHT TRANSMISSION FACT. TEMP DIFF HEATING TEMP DIFF COOLING 0.05 O. C>8 FL0URE$CENT LIGHTS Y OVERH?~NGS HEIGHT OF OVERHANG 12 12 14 6 SOLAR FACT0H P,ND/OR REVEALS 0.00 o.oo O 37 0 -5 SKYLIGHT 0.00 PRESENT <FT) TYPE 2 TYPE 3 o. 00 0.00 • DEPTH OF OVERHANG HEIGHT OF WINDOW DEPTH OF F:EVEAL NUMBEF: FLOORS TYPE 1 1. 00 4. 00 8.00 0.08 1. 00 o.qo o.oo 0.00 1. (H) o.oo o.oo o.oo 1. 00 0 1:::FFECT IVE ,~VERAGi::S FOF: ZONE UJP1DS OR OP-COST: EXPOSURE: N-NE E. SE S. SW W. NW • WALL TRANS. FACTORS 0.00 0.00 0.00 0.57 0.00 0.00 0.00 0.00 GLASS TRANS FACTOF:S O. 00 1. 1.0 O. 00 1. 04· O. 00 O. C>O 0. 00 O. 00 GLASS SOLAR FACTORS 0.00 0.55 0.00 0.49 0.00 0.00 0.00 0.00 ROOF TRANS. FACTOR = 0.05 SKYLIGHT TRANS. tACTOR = 0.00 C:JUTPUTS NUMBER OF PEOPLE = 4 SENSIBLE PEOPLE LOAD = TOTAL LIGHTS, = 630 LIGHTING LOAD = OTHEF: E!-ECTRICAL = 210 OTHER ELECTRICAL = 30 -NE TYPE 1 GLASS SOLAR 120 SE TYPE 1 su.,ss SOLAR = 33 SE TYPE 1 SHADE SOLAR = 50 SE TYPE 2 GLASS SOL.AR = 1,029 2,688 717 275 7,989 167 2,E-340 NE TYPE 1 GLASS AREA= SE TYPE 1 GLASS AREA= SE TYPE 1SHAD~ AREA= SE TYPE 2 GLASS AREA= TOTAL GLASS AREA = 200 TOiAL GLASS SOL.AR = 11 !I 271 TOTAL GLASS AREA Sl<YL I GHT AF:EA • Sl<YL IGHT AREA • = = 200 Ton,L 0 TOTAL 0 TOTAL GLP1SS TF<ANS. ... -1,151 SKYLIGHT S0LAF: ... 0 SKYLIGHT TRANS = () SE TYPE 1 WALL AREA= • TOTAL WALL AREA . PARTITION AF:EA CEILING AREA. FLOOR AREA ( :EA OF ROOF SAFETY FACTOR EVAP FAN H.P. MISC SENSIBLE VENTILATION CFM MISC. LATENT NUMBER OF PEOPLE . VENTILATION,CFM • TOTAL CFM-STDAIR = = = = = = = = = = = ::::: 130 SE TYPE 1 WALL ·LOAD 1~t0 TOTAL WALL TRANS. ~20 TOTAL PART. TRANS 315 TOTAL CEILING TRANS 0 TOTAL FLOOR TRANS 0 ROOF LOAD OX SAFETY e.T.U.S 0.18 ~AN HEAT GAIN -DT 0 MISC. SENSIBLE ' 31 O. A.SENSIBLE. LOAD 0 MISC. LATENT 4 PEOPLE LATENT LOAD 31 O.A. LATENT LOAD 642 TOTA~ LATENT LOAD = = = = = = = = = = = i., 206 1,206 250 221 0 0 0 563 0 -190 0- 861 621 1,482 ROOM SENSIBLE -16,230 'ROOM LAT. LOAD = 861 ********************************************** 46117·-FC2 --> GRAND TOTAL LOAD= 18,086 BTU"S _ OR 1.51 TONS<-- LOAD RUN FOR # 3. OCT AT 10 A.M. AREA (SQ FT) = TOTAL CFM-STD f4 IH ·- PART It I ON LOAD - • VENT I LAT I ON LOA'!) -~ ~LOOR HEATING LOAD= GLASS HEATING LOAD= SLAB HEATING LOAD - WARM UP LOAD = 420 SQ. FT PER TON 642 CFM PER SQ FT HE?H I NG LOAD 499 CElLING LOAD = = 1,282 ROOF HEATING LOAD= 0 SKYLIGHT LOAD 7,770 WALL HEATING LOAD= 1,908 !NFIL HEAT LOAD 0 H LOAD WITH VENT = 0 COJL SELECTION PARAMETERS DB fEMP ENf/LVG -77.7 / 54.2 TOT SENSIBLE LOAD = WB TEMP ENT/LVG = 63.2 / 53.5 TOTAL COIL LOAD = SPECIFIED ROOM RH -45X RESULTING ROOM RH = TERM AI~ TEMP -55.00 / 11Q DEGREES ROTATED= 0 • T. ST. EVAf' FAN = 1. 00 NON-CEILING RETURN BLDG. ~u• FACTOR= 0.86 CARRIER DEFAULTS 2i'I(., 1. 53 189 C> 0 2,742 0 14:,390 16,603 18,086 43% -------·-----------------------------·------------------- • • • • •• • • 0 • l Documentation Form Form4 HVAC Systems Compliance Pro}ec:t Tllle CAtl~/?,AD I CA-I Date Not.e: All items refer to a single air-conditioning system and the spaces . served by this system. Use additional forms for"multiple systems. . . c::,,--3, f () -"?· . · System ---------.!...r-=. i_...--=:.__+-/-=.C..::::__;.:-__ ~-=---'""~-"7"-"--:------ Give system narne;or number as called out on drawings. DESIGN CONDITIONS Building occupancy type (Table 1 of Appendix I)..... o;:: I Project Latitude (Table 2 of Appendix I) •••••••• : ••••• Heating Degree Days (Table 2 of Appendix I) • • . • • • • • --1-/~q ..... G~:k=-- H EATING LOAD DOCUMENTATION (Attach calculations) · 42. OF Outdoo-r Design Temperature, Winter • . • . • • • • • • • • • • • • --...:..,...,-,........_- Indoor Design Temperature • • • • • • . • • • • • . • • • • • • • • • • • • • , ::::> °F Temperature of adjacent unheated spaces •••• , ••••• · & °-7 · °F Transmission Heating Losses •••••••• .-. • • • • • • • • •• • • • • 1,· 'o O 17-Btu/Hr. Infiltration Air ......• : •.................. ·-·............ -CFM Heat Loss Ffom lrifiltration ....................... :. • --Btu/Hr. !f(i Ventilation Air ............................. ~ . . . . . ... . . ... --(1,i..-..:=-~-CFM Heat Loss From Ventilation •••••••••••• , • • • • • • • • • • • • • . ('2:Z. Btu/Hr; Outdoor Air for Special Processes • . . . • . . . . . • . . • • • • • • .._ CFM Heat Loss From Process Air ••••••• · •••••••••••••• ,. • • • Btu/Hr. Other Heat losses (describe) • • • • • • • • • • • • . • • • • • • • • • • • Btu/Hr/· Total Heat Losses .. .. .. • .. .. • .. .. .. .. .. .. .. .. .. • .. .. 2-Cf f8'1 ~ Btu/Hr. COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb ••••• Outdoor Design Temperature, summer, wet bulb •••• ·94::, ~ · Indoor Design Temperature, summer, dry bulb •••••• Indoor Design Temperature, summer, wet ~ulb • • • • • • ---,--=-=- Transmission Heat Gain ••••••••••••••••••••••••••••• 1& k5 lnflltratiori Afr .•.....•.. · •.....•... ·-· .... _ ...•..• ~ ..•.... Heat Gain· From Infiltration •••••••••••.••• , ••.••••••••• Outdoor Air for Special Processes •••••••••••••••• ~-:. ----..,..---Z..l'Q1-Z,... . Heat Gain for Process Air ••••••••.••••••••••••••••••• Solar Heat Gain Through Windows, etc. • •••••.•••••• H~at Gain From Lights, equipment, People, etc; ••••• Heat Gain From Other Sources .••••..•.••••••••••• ~ •. _ ___.~......__ 1?2927 ---- OF OF '°F OF Btu/Hr. CFM Btu/Hr. CFM :.··, Btt1/Hr. Btu/Hr. Btu/Hr. Btu/Hr. • • • 0 • C • Form 4 continued. 2 Outdoor Air: CFM Per Person (Not to Exceed Tabulated Minimum Ventilation Rates) ••• Heat Gain From Outdoor Air ••••.••••••••• ~ •• __ 1,.....-_• S" _____ · CFM/Person b?.~ 5 Btu/Hr; Total Cooling Load ..................................... . z_qg44 Btu/Hr. · ,TEMPERATURE CONTROL Attach manufacturers data or other, give specification ordrawing reference which shows that the room thermostats meet the requirements of T20-1503 (a) and (c). i REFERENCE (page or sheet No.) ";;UT-IA-7 Indicate drawing or specification reference where the temperature control device requirements · given below.are. documented. An automatic te,:nperature control device shall be provided for: • each separate HVACsystem ; .................. ~ .... _ ....... 2HT, Ill-, . • each zone • ....•.. , •......................... ~ .......• ·~··... ... ______ · SIMULTANEOUS HEATING AND COOLING 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, one representative zone may be cho~en to represent no more than ten zones with similar heating or cooling requirements. Concurrent·operation of independent heating and cooling systems serving commonspac~s must provide either or both of the controls given below. List reference specification page or drawing number where control requirements can be verified. • Sequential temperature control of heating and cooling systems ••••••••••••.••••••••••••••••• • Automatic reset of heating temperature, to limit energy input only to that level to offset heat loss due to transmission and infiltration, ....•• ! •••.•••••••••••••••••••••••••••••••• , •• , •••••• RE:FERENCE -- ._.,;..- 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 .••.•••••.••..••••••••••• 7-8144;4 - •• (_) • • 0 • • Cj j • Form 4 continued 3 Dual-duct or multlzone systems -give reference specifications page or drawing number which will show compliance with the following: . . • Hot deck temperature -must be automatically reset to the lowest temperature necessary i to satisfy the zone requiring the most heating •••••••••••• ·• Cold deck temperature -must be automatically reset to the highest temperature necessary . to satisfy the zone requiring the most cooling •••••••••••• REFERENCE - -- Recoollng systems -give reference specifications p_age or drawing number which shows comp)iance 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 zone requiring the most heating • ~ .......................... _ ... . HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions, In t~is section, the type of system used In the design must be listed and any special restrictions given here referenced to show compliance. Supply referenc.es to proper specifications pag_e or drawing· numbers. Type HVAC System Used -Describe type of system to be used (include reference for specifications for the ~ystem). · SfL.,11 S'-/~WM 1))( H8A1 PUMP 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 thr.ough· the cooling coil. ·-' REFERENCE __ -_________ _ Constant volume dual-quct or multlzone systems which utilize new energy to simultaneow;:ly heat and co~I air streams which are subsequent{y mixed for temperature control are prohibited for buildings larger than 20,000 squEi.re feet of conditioned space. '.ff used, the air leakage for dampers utilized for the mixing of heating and co<;>ling 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 _________ _ • • • 0 • •• C.: • Form 4 continued . . Economizer Cycle -For each cooling fan system, for other thandual-duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hror more than 5,0.00 CFM must have an economizer cycle unless one of the exceptions allo.wed is claimed •. ---·REFERENCE ___________ _ Electric Resistance Heating Systems -These systems shall not be used unless the total ,Installed electric resistance heat does not exceed 10% (ten percent) of the. annual heating ·energy requirement or a life-cycle co~t analysis. Form 8 (see Section4.2 of this manual) shows an alternate system life cycle cost e_xceeds that of the electric resistance system. Give reference if less than 1 O % or include Form 8 if calculating life c_ycle cost. REFERENCE _____________ _ MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation -Dampers which are automatically interlocked and closed on fan shutdown are required. REFERENCE -$!-IT, M~7 Gravity Ventilators-Either automatic or readily accessible manually op~rated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE 'SHT, M-1 POWER CONSUMPTION IN FANS Constant volume system Total Supply Air Quantity •••.•••.•••••••••••••••••••• \000 CFM --------Total Pressure of Supply Fan ........................ . Inches Water Total Supply Air Quantity Adjusted for Process Loads • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ·_-'"t_O __ (;:) ____ o __ . CFM Total Gross Floor Area .. .. • .. .. .... .. .. • .. • .. .. .. .. ... G? I O Sq. Ft . Net Fan Performance Index (FPI) ••.•.•••..••.• .-•••••• .Variable Volume system Total Supply Air Quantity at Maximum Flow ......... . Total Pressure of Supply Fan at Maximum Flow ••••• Tot~( ,Gross floor Are~ .. _ ............ , ...........• ! •••• Fan Performance Index at Maximum Flow (FPlm) .•••• Variable Volume Adjustment Constant ••.••••••••.••••• Adjusted Fan Performance Index, FPla •••••••••••••• l .. v -------CFM ---------Inches Water ______ __,_ __ Sq. Ft. 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: REFERENQE_S_H_-r._._fv't_-1 __ • c:., ' • • _,I C) • • • Documentation Form & HVAC Equlpme~t Compliance Form 6 References giving the specification page or drawing sheet number or manufacturer's data must be submitted to demom~trate compliance with Division 6 of the standards . Electrically Operated Standard rating capacity, · 30000 CooHng System Btu/hr Equipment Minimum EER (COP) 8,0 ~E!L· Reference '?~TI µ\-I . Absorption Water Chilling Heat source {check one} Cooling System Direct fired (gas-oil) Equipment Indirect fired (steam-hot. water) Minimum E~R (C9P) Reference Combustion Heating Minimum combustion .Equipment (Oil and gas-efficiency at maximum fired comfort heating rated output equipment-Reference Electrically Operated Minimum EER (COP) ,z.' Ci:> c.tJP Heating Heat Pumps Reference '5i-rr: M-1 Supplementary Heater Control - Reference - Electrical Resistance Space Reference for Full-Load Heating Equipment Energy Input and Output Requirement for Reference Sf..-tr• M-7 Manufacturer's Mi:tihtenance Procedure, Full and Partial Capacity and Stand-By lnput(s) and Output(s) Specificati'on Ref ere nee Statement that the Building Reference "';;>H'f, M -I Design Substantially Complies with the California · Energy Com~ission Regulations for New Nonresidential Buildings • CARLSBAD *CALIFORNIA CONST= 30W/10R/ 308 WALL COLOR: MEDIUM. 46117-FC3 :I. 0-:.11-1986 L(:'%T = 33 ('1 60515841.6 D.B.TEMP TOTAL TONS '- l. JUN At 9 A.M. 2. JUL AT 9 A.M. ·3. OCT AT 10 A.M. 4. NOV AT 2 P.M. 5. SEP AT 3 P.M. 6. JUL AT .4 P.M • 74 .. 3 1. 53 _ i"'5"2 72.5 76.6 ·82. 2 1. 71 2.49 1.92 2 .. 4·3 ALT= 90 Ib= 78/45: 75 ROOF COLOR: LIGHT F:SH TONS C.F.M. 1. 33 631 1. 51" 715 4.26 1,070 1.68 795 2.17 1,029 1.81 860 1.67 794 • 7. JUN AT 4 P.Mw ZONE HEATING-->= 83.0 82. 1 28,012 2.06 1. 92 t.i..1/ INF IL= 28, 0:1.2 C. F .l1 = 728 INPUTS CEIL INC-, PARTITION FLOOR Sl<YLIGHT TRANSMISSION FACT. TEMP DIFF HEATING 0.05 0.08 12 o.oo o.oo TEMP DIFF COOLING FLOURESCENT LIBHTS Y OVERHANGS • HEIGHT OF OVERHANG DEPTH OF OVERHANG HEIGHT OF WINDOW DEPTH OF REVEAL NUMBER FLOORS _ EFFECTIVE AVERAGES FOR 12 14 6. SOU~R FACTOR /4ND/OR REVEALS TYPE 1 1. 00 2.00 8.00 0.08 1. 00 O 37 O -5 SKYLIGHT= O.OO PRESENT <FT). TYPE 2 TYPE 3 0.00 (1.00 o.oo 0.00 1. (H) 0.00 o .. oo o. 00 0.00 1. 00 ZONE LOADS OR OP-COST: (') EXPOSURE: N. NE E. SE S. SW o.oo o.oo o.57 o.oo o.57 o.oo 0.55 0.00 0.73 o.oo 0.5~ 0.00 0.28 o.oo 0.37 o.oo 0.28 0.00 't.fALL TRANS. FACTORS O. 00 GLASS TRANS FACTORS 0.00 GLASS SOLAR FACTORS 0.00 ROOF TRANS. FACTOR = 0.05 SKYLIGHT TRANS. tACTOR * NW 0.00 o. 00 o.oo 0.00 • NUMBER OF PEOPLE = TOTAL LIGHTS = OTHER ELECTRICAL = OUTPUTS 6 SENSIBLE PEOPLE LOAD 915 LIGHTING LOAD 3Q5 OTHER ELECTRICAL = = = = 1,495 3-, 904 1, 04-1 275 NE TYPE 1 GLASS AREA= SE TYPE 1 GLASS AREA= SE TYPE 1SHADE AREA= SW TYPE 1 GLASS AREA= 30 NE TYPE 1 GLASS SOLAR 240 SE TYPE 1 GLASS SOLAR 19 SE TYPE 1 SHADE SOLAR 80 SW TYPE 1 GLASS SOLAR 350 TOTAL GLASS SOLAR = 20,304 TOTAL GLASS AREA - TOTAL GLASS AREA = SKYLIGHT AREA = • SKYLIGHT AREA = ,-. (. __ _ • 350 TOTAL GLASS TRANS. 0 TOTAL SKYL!GHT SOLAR 0 TOTAL SKYLIGHT TRANS -96 = 1' 197 = 21,872 = -·2; 110 = 0 = () ,-· SE TYPE 1 WALL AREA -esw TYPE 1 WALL AREA - TOHlL l.tJALL AREA Pf-\iRTI "f I ON AREA CEIL ING £¥~:EA r '_DOR AREA \ ,1.:::EA OF ROOF SAFETY FACTOR EVAP FAN H~P. MISC SENSIBLE VENT IL.AT I ON CFM MISC. LATENT NUM~ER OF PEOPLE evENTILATION CFM TOTAL CFM-STDAIR ::: ::: = = = 160 SE TYPE 1 WALL LOAD 280 SW TYPE 1 WALL LOAD 440 TOTAL WALL TRANS. 700 TOTAL PART. TRANS 610 TOTAL CEILING TRANS n TOTAL FLOOR TRANS 0 ROOF LOAD 0% SAFETY B.T.U.S 0.31 FAN HEAT GAIN -·DT 0 MISC. SENSIBLE- 46 O. A.SENSIBLE LOAD 0 MISC. LATENT 6 PEOPLE LATENT LO?)D 46 O.A. LATENT LOAD · 1,070 TOTAL LATENT LOAD ROOM SENSIBLE = 27,069 ROOM LAT. LOAD *********'**********'*''****;*"*'*·*·M-·IE-****'*'*··M-·IE-****'**** 46117-FC3 = = = = = = ::::: = = = = = = = = l ,484 -1, :;;:so '104 336 427 0 0 0 9:3:9 0 -276 0 1,251 911 2,161 1,251 --> GFU-"%ND TOTAL LOAD = 29, 894 BTU' S OR 2. 49 TONS <-- LOAD RUN FOR # 3. OCT AT 10 A.M~ f-\iRE,0i ( SQ Fr> = TOTAL CFM-STD AIR= .PARTITION LOAD = V~NTILATION LbAD = FLOOR HEATING LOAD= GLASS HEATING LOAD= SLAB HEATING LOAD - WAR~ UP LOAD - 610 1,070 HEATING 6:72 1,862 () 14-, 2 1~-5 :::::, 449 0 ~3Q N FT PER TON CFM PER SGl FT LOAD CEILING LOf~D ROOF HEATING LOP,D SKYLIGHT L.ClAD t,.J(4LL HE?HING LOAD INFIL HEAT LOAD H LO?iD !>JITH VF;NT ·O COIL SELECTION PARAMETERS = - -. = - = :::: = DB TEMF' ENT /LVG = 77. 8 / 54. 2 TOT SENSIBLE LOAD - WB TEMP ENT(LVB = 63.1 / 53.5 TOTAL COIL LOAD = SPECIFIED ROOM RH = 45X RESULTING ROOM RH = TERM AIR TEMP = 55.00 / 110 DEGREES ROTATED= 0 er. ST. EVAP FAN= 1.00 NON-CEILING RETURN BLDG. ·u· FACTOR= a.BO CARR1ER DEFAULTS 245 l.. 75 366 0 .o 9,280 0 29,874 27,733 29,894 42'1/. ---·------------------------------------------------------- • (~ . • I "'. ._. ·• SCHOOL FEE COMPLIANCE CERTIFICATION (Government Code Section .53080(b)) This .form shall be used to determine the amount of school fees for a project and to verify th~t the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the School District and returned to the Building Department of the City of Carlsbad. PROJECT INFORMATION (To be completed by the applicant) P j t Add ~ ~ ~ 'At4-ll-lfj_ P~~j=~t App-~~:=~t: =~Ass ~--=~¥: Project Type: _Residential/No. o~ellings ,/Commercial t,/'Industrial Phased Project: Yes No. Building Permits are for eµtire project _Yes ...-'No. Square feet of covered or enclosed space_..,,._------------· Plan check or Building Permit No. 9dd(()-@£-£;ce, +1l"adS--:ftiRef/o11..f0 e.. Official checking form .~ '5J , _ Date "k-'l--c~A . INFORMATION VERIFICATION by the project applicant) FEE CERTIFICATION (To be completed by the School District) ____ Applicant hai:; complied with fee requirement under Government Code 53080. _._ Project is subject to an existing fee agreement . ./ Project exempt from Government Code 53080. Final Map approval and construction started before September 1, 1986. --. (other school fees paid) Other -----------'----~---- S~hool Dii:;trict Official~ ~MGR~ ~ SIGNATURE ~GX\\\\. b\cc0\. NAME (PRINT) PHONE NO. SCHOOL FEE COMPLIANCE CERTIFICATION ,(Government Code Sec.tion 5~080(b)) This fqrm shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall. be issued until the certification is signed by the School District and returned to the Building Department of the City of Carlsbad. PROJECT INFORMATION (To be completed by the applicant) Project Address: ~ ~ /2A,1'f" o Project Appiicant: J:pt-72fii,o~t-~, - Project Type: Residential/No. of Dwellings · Commercial Industrial -Phased Project: v1es No. - Building Permits are for entire project _Yes ~ Square feet of; covered or enclosed space 3!"'.;J.i' a-£€-t'c,e, . 797e:l tVttfZ.t'/bv..re. Plan check or Building Permit No. ~Z;_..,:c'~~~6"'-"½~'/~8 ....... ____________ _ Official check~ng form-~~~· Pate /-/9-P-7 INFORMATION VERIFICATION (To be completed by the project applicant) I, ~ ,/. ~ , declare under penalty of perjury under the Laws of the""stat~ia that I am the project applicant for the project listed above and that ~he foregoing information is true and correct. Executed this C,.'2 day of . ~ ze:: , 198::/, at ~ California. FEE CERTIFICATION (To be completed by the School' District) -----'~ Applicant has complied with fee requirement under Government Code 53080. ---Project is subj.ect to an existing fee agreement. _L_ Project exempt from Government Code 53080. __ . Final Map approval and construction started before September 1, 1986. · (other school fees paid) Other ---------------------- School District Official: NAME (PRINT) ~\J6 · fu\C, TITL:E: DATE PHONE NO. ,.: ' . SCHOOL FEE COMPLIANCE CERTIFICATION (Government Code Sect.ion 5-3080(b)) This· form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the School District and returned to the Building Department of the City of Carlsbad. PROJECT INFORMATION (To be c:p~: : by the appll,ca~t) Project Address: (ZJ.,.v_ ~ / JV<..1:£:R A I~ Project Applicant: ffi-: 4Ss'a"Z?U, ~F Project ·Type: Residential/No. of Dwellings Commercial Industrial -Phased Project: ~ No. Building Permits are for entire project Yes -No:' Square feet of covered or enclosed space ?17S-p/4J?t!7/2dv~~ Plan check or Building ~~No. __ c/7,.__,1&.._--k~0'--'-1/_C=-. ~---------- Official checking form ~ 6i-~ Date /:__/ 9 -J:/ - by the project applicant) FEE CERTIFICATION (To be completed by the Sc.hool Dist.rict) ---Applicant has complied with fee requirement under Government Code 53080. --Project is subject to an existing fee agreement • .___L_ Project exempt from Government Code 53080. Final Map approval and construc·tion started before September 1, 1986. --(other school fees pai~) Other ________________ _ School District Official: -~IN TUR lo~~~\~ NAME (PRINT) ~QS, ~~f> TITLE . C DATE PHONE NO. SCHOOL FEE COMPLIANC~ CERTIFICATION (Government Code Section 53080(b)) This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the School District and returned to the Building Department of the City of Carlsbad. PROJECT iNFORMATION (To be completed by the applicant) Project Address: Project Applicant: ~)µj~:criv~ Project Type: Residential/No. of ~ellings -Phased Project: ...,.Yes No. Building Permits are for entire project Yes Square feet of cover~d or enclosed space 50,;z tt//4eE>/fr; ;_;-?: Plan check or Bui],ding Permit No. Rt-~'{( . . Official check:Lng form~4 /4 Date · )-/f'--J:7 Commercial Industrial ~ INFORMATION VERIFICATION (To be completed by the project applicant) I, "---J, ~ , declare under penalty of perjury under the Laws of the State o~hat I am the project applicant for ·the project listed above and that the foregoing information is true and correct. Executed this 0, day of . ~(._.I , 198:::}_, at ~~- California. FEE CERTIFICATION (To be completed by the School District) __ Applicant has complied with fee requirement under Government Code 53080. ---Project is subject to an existing fee agreement. / Project exempt from Government Code 53080. Final Map approval and construction sta-rted before September 1, 1986. --(other school fees paid) Other School District Official: SIGNATUR DATE ~o '<\. t\~ NAME (PRINT) PHONE NO. \\\)6 I (\\ q "If'' TITLE lc1·nJ.1:·\~lJ..'i\ -~g;,k ~ e.d2. /)0J I,;;:; $'lo . fo4-I • .,. ' " " . ·.,; . ,,, . o:;:-. • "'" "" . . w ,I-,-. . ~-. 1 ..._, ~-_ "-1f _ :D £,-T.. u_(? _QfJ'''L~ ~ / W I-<" :1. ~ 1 /J ·n A.•.. .A,./)_. "-• . .A .-1 .A •• " •• \ . ~ ;;;wu, : ~ ~ . y--. . . . . u.. . . \ I '\ \ ., :,, ,,i ~~ I , . \ \ ~\(. ) ·i\ '\ 1 '• . , '.\ J ~ ,'Fj ,, .. ~ ~ .. ;-":!'°" . ' I If r ,v €"--,; t.'.'.~ / (_.... . • . 12/1 f rC ~ ,,,,,:J,..JJ (i}) (OIRt110II US1 ~I ~J I o · /f/,rb J ,;.,,/ {,n..)!1-'e.,.., ,,.J-</ ~- ~11 t1 ' ' _,.,.,,....,..,..,...-~.,....~e~•~•-, "-'' c·• ~ ...,., _.,.....,., <' •" .....,..·~-··'>C'..,... C:OttEC:TlON USl Ml\\.~ 1 [-v;::, . I) b~11 I (\fj ... lei ff /l;-~,£-,2. &0-£ ~D~ .f~ csAL • 1) '--P-M 1 '< F'rse:> MM V£-"" (/,v~ CLEARED. .--~ .. , _,,,-~-,.,.--.. "?';::i ~I", ~· \ \ JAN O 5 198:3 City of t.Afl!I.SGA[i) OEVElOP.Ml!!ff PR.OCESSlNG SERVS. . .. .. .,. -~ __ .,. .. ---· --..... \ \, _,, ... -,~,,. ... -~-.... AGREEMENT SCHOOL FEE FORM C of P t f'EliMIT SIGNED l : BUSINESS UC. . . i , I WCGOMP . I ~,-,:El'ffl 'ef_m,i~ } ,. ' ... ~ ·-:;... "". ~-, I~ I 1. I I I I. I. Ii I I I I I I. ·I I:· I , ,~ November 20, 1986 Five M. Development, Inc. 3456 Camino Del Rio North San Diego, California 92108 Attention: Mr. Neil Medlo~k SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY 9 Job No. 30065-00 Log No. 6-6552 SUBJECT: FOUNDATION INVESTIGATION Gentlemen.: Carlsba-d Oaks Business Center, Lots 3-6 Carlsbad, California This repo.rt pre-sent·s the results of our Founda:tion Investigation for the proposed commercial development at the subject site. _Our investigation was performed in October, 1986 and consisted of field exploration, laboratory testing, engineering analysis of the field and laboratory data, and the preparation of this report. If you have any questions, please do not hesitate to contact us. Very truly yours, SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. (0~~~~ W. L~e Vanderhurst Vice President/Chcief GE;?ologist WLV/pb 6455 NANCY ,RIDGE DRIVE • SUITE 200 • SAN DIE;G9, CALIFORNIA 92121 • (619) 587-0250 I I I I I I I. ·1. I I I I I I I I . 1.0 2.0 3.0 4-.0 5.0 6.0 7.0 8.0 TABLE OF CONTENTS INTRODUCTION .......... . . . . . . . . . ~ . . . . . . . . . . . . . . • • • • • • • • 1 ••••••••• 1 1. 1 1. 2 Authorization ••... . . . . . . . . . . . . . . . . . . . Scope of Services ••.•••••••.•••••••••••••••..•.•• 1 1 • 3 Project Description ••••••••••••••••••••••••••.••• 2 SITE DESCRIPTION ••..•••••..•••••..••.•••••.••.•....•.• 2 FIELD EXPLORATION .........••.•.•. -..................... 3 LABORATORY TESTING •....................•.. , ........... 3 SUBSURFACE CONDITIONS ....... . . . . . . . . . . . . . . . . . . . . • . • . . . 3 5.1 5.2 5.3 5.4 Geologic Conditions ••••• . . . . . . . . . . . . . . . . . . . . . . . . . 3 Fi 11 ............................................. 4 Bedrock ......... ~ ......... --..................... ., ... 4 Groundwater ..............•... , ..................... 5 SEI~MICITY .•...••......•.. ~ .... -• •........•........•... 5 · 6. 1 6.2 6.3 6.4 6.5 Regional .Seismicity •••••••••••••••••••••••••.••.. S 6.1.1 Earthquake Accelerations •••••••.•••••••••• S Seismically Induced Settlement of Soils •••••••. ~.6 Liq_uef action ..................................... 6 Lurchi_ng and Shallow Ground Rupture •••••••••••.•• 7 Tsunamis and Seiches ••••.••.••.•..•••••••••.•.••• 7 ENGINEERING CONSIDERATIONS ............................ ? 7. 1 7.2 EXpans-ive Soils ... _ .............................. 7 Differential Settlement •••••.•••••••••••• ... . ••• 8 GEOTECHNICAL EVALUATION AND RECOMMENDATIONS .. ....... . . 9 8. 1 8.3 8.4 8.5 Dis cuss ion .......................... · ..... 9 and Earthwork ........................... 11 General .................................. 11 Geotechnical 0bservation •••••••••••.•••.• 12 Site Preparation •••.••••••.•. _ ••••• ~ •••..• 12 Fill Materia".L ...•.... , .. _ ...•..• ·-· ......... 13 General Grading 8.2.1 8.2.2 8.2.3 8.2.4 8.2.5 8.2.6 Compacted Fill ••••••••••••••••••••••.•.•. 14 Tr·ench Backf i 11 ••.•••••..•••••...••••••••. 1 4 Slope Sta:bili"ty ................................. 14 8.3.1 Existing Slopes ••••••••••••• ~ •••••••••••• 14 8.3.2 Slope Protection/Maintenance •••.••••••••• 15 Surface and Subgrade Drainage ••••••••••••••••••• 15 Foundation and Slab Recommendations ••••••••••••• 16 8. 5. 1 General .................................. 16 8.5.2 Foundations ........ _ .. -.••................. 16 i I I 1. 1· I I I I Ii I I I I ·I TABLE OF CONTENTS . (Continued) 8.5.3 Slabs ..................................... 17 8.5.4 Foundation Observation ••••••.•.•.•••.•.•• 17 8.5.5 Lateral Load Resistance ••• ; •••••••••.•••• 18 8.5.6 Footings Set Back From Slopes ••••••••.•.• 18 8 .. 6 Re-taining Walls .................• ~ .............. 1 9 8.7 Reactive Soils ................................... 19 8. 8 Pav~ment Recommendations •••••••••••••••••••••••• 1 9 8. 9 Plan Rev·iew ..........•..................... ! •••• 21 9.0 LIMITATIONS OF INVESTIGATION •.......•................ 21 Figure_ 1 Figure 2 Table 1 Plot Plan Appendix A Appendix B Appendix C Appendix·D FIGURES .ANP TABLES. Location Map Regional Fault Map Seismicity for Majol=' Faults ATTACHMENTS Plates 1 a-nd 2 APPENDICES References Field Explorat.ion Laboratory Testing Follows Page 2 5 5 Standard Guidelines for Grading ii .I I I I I I I ·1 I I I 1- FOUNDATION INVESTIGATION Carlsbad Oaks Bus~ness Center, Lots 3-6 Carlsbad, California 1.0 INTRODUCTION The purpose of our investigation is to evaluate the existing geotechnical conditions at the subject s·ite and to provide recommendations for remedial grading and foundation design parameters. 1. 1 Authorization Authorization for this project was verbally by Neil Medlock of Five M Development in accordance with our Proposal Number 6-4422R, dated August 25, 1986. 1. 2 Sco_pe of Services The scope of services provided during the preparation of this Foundation Investigation include: 1.2.1 Subsurface exploration including 13 hollow stem auger borings to a maximum depth of 40 feet; 1.2.2 Logging and sampling of exploratory borings to evaluate subsurface soil condttions, undisturbed and bulk samples for laboratory testing; 1.2.3 Laboratory testing of samples representative of those encounte~ed during the field exploration; 1.2.4 Geologic and soils i::l,nalysis of field and laboratory data, which provide the basis .for our conclusions and recommendations; I I I I I I I I I I I I I I I I I I :I Five M. Development, Inc. November 20, 1986 Job No. 30065-00 Log No. 6-6552 Page 2 1.2.5 Preparation of this report and accompanying maps, and other graphics presenting our findings, conclusions, and recommendations. 1.3 Project Description It is our understanding that 10 c·ommercial/industrial buildings are planned for the site. The buildings are currently planned to consist of concrete tiltup panels placed on a conventional spread footing-system and slab on-grade. Telephone conversations with engineers at Burkett & Wong Engineering indicate that foundation loads of up to approximately 2200 pounds per lineal foot are expected for continuous footings and 40 kips for isolated column loads. Additional grading for the site is expected to involve conventional cut/fill techniques in orde-r to provide precise grades, building pads, driveways and parking ?reas, and provide site drainage. 2.0 SITE DESCRIPTION The site consists of four previously rough graded lots within the Carlsbad Oaks Business Center. The lots were rough graded under the observation and testing of San Diego Geotechnical Consul_tants, Inc.. The As-Graded Geotechnical Report for the mass grading on this project was being compiled at the time of this report. The site is located north east. of the intersection 0£ Palomar Airport Road and El Camino Real, Loker Avenue (see Location Map, Figure 1). The rough gracled lots make up an irr·egular shaped level area roughly 700 by 800 feet. Previous. grading can be charac- I I I I I I I I I I I I I I I I I I I 0 ----2000 FEET . JOB NO.: 3008 4000 I ADAPTED FROM U.S.G.S. 7.6' ENCINDTAS ( 1~76-). RANCHO SANTA FE ( 1983). SAN LUIS REY (1915). SAN MARCOS (HJ83) QUA.DR ANGLES LOCATION MAP DATE: fflGURE: 1 SAN DIEGO SOILS ENGINEERING. INC. I I I- I I I I I I I I 1. Five M. Development, Inc. Novembei 20, .1986 Job No. 30065-00 Log No. 6-6552 Page 3 3.0 terized as a deep side hill and canyon fill. A cut/fill transition runs through the midd·le of the site from north to south. The maximum depth of fill on-site is approximately 55 feet. The north and west sides of the site are made up of 2:1 (horizontal:vertical) fill slopes with a maximum height of 85 feet. FIELD EXPLORATION Subsurfac~ conditions were explored by drilling thirteen exploratory borings to a maximum depth of approximately 40 feet below existing grade. The approximate locations of the borings are shown on the attached Plot Plan, Plates 1 and 2. The borings were drilled with a truck-mounted 8-inch diameter hollow stem auger. Drilling of the borings was supervised by our field geologist who logged the soils and obtained bulk and relatively undisturbed samples for laboratory testing_. 4. 0 LABORATORY TESTING- Laboratory tests were performed ort representative samples of soil obtained during our evaluation. tests were performed in accordance.with test methods of the American Society for Testing and Materials or other accept~d standards. A brief description of the tests p.erformed are included in Appendix B. 5.0 SUBSURFACE CONDITIONS 5.l Geologic Conditions Site specific geologic conditions were addressed previously in the "Pt"eliminary Geote.chnical Site Study" I I I I I I I I I I I I I I I I 1· Five M_. Development, Inc. November 20, 1986 Job No. 30065-00 Log No. 6-6552 Page 4 for Carlsbad Oaks Business Center. da,ted March 15, 1986 by Woodward Clyde Consult_c!,nts and "Preliminary Geo.technical Investigation, Gildred Tchang Property", by Testing Engineers, San Diego dated August 19, 1985. Additional information obtained during rough grading will be provided in our forthc·oming As-Graded Geotechnical Report. 5.2 Fill Fill was.encountered in Borings 1, 2, 3, 4, 10, 11, 12, and 13 to a maximum explored depth of 38 feet. Up to 55 feet of compacted fil,.l was placed on the site during rough grading. The f-111 varied in soil type and included from silty sand, clayey silt and clay. Cohsis~ency was generally· moist and medium dense/very stiff. Fill soils exhibited a medium to high expansion potential. These materials are considered suitable for the support of fill or structural loads, and may be reused as compacted fill mate·rial. However, special design considerations are recommended because of their expansion potential. The contact between the fill and .bedrock ~t the surface of the pad (daylight or transitions) is shown on Plates 1 and 2. 5.3 Bedrock Santiago Formation was encountered in the borings at the surface and underlying the fill. The bedrock g~nerally consists of hard siltstone/claystone and dense sandstone material. In Boring 4, a 4 1kfoot thick layer of remqlded c1aystone was encountered, which was very moist and firm to sttff. Gypsum crystals up to 2 inches in diameter were encountered I 1. I I I I I 11 I I I I I 1. I 1· I I. Five M. Development, Inc. November 20, 1986 Job No. 30065-00 Log No. 6-6552 Page 5 5.4 within some of the claystones. Thin layers of sea shells were found within some of the sandstones. Groundwater Groundwater was not encountered in our exploratory borings at the time of our field exploration. 6.0 SEISMICITY 6.1 Regional Seismicity The site can be considered a seismically active area, as can all of southern California. There are, however, no known active faults on or adjacent to the sit.e. Seismi~ risk is considered low to moderate as compared to some areas of southern California, due to the distance from active .faults. Seismic hazards within the site can be attributed to ground shaking resultirtg from events on distant, active faults. Table 1 lists active faults which can significantly affect the site. Figure 2 shows the approximate geographic relationship of the site to these faults. 6.1 .1 'Earthg·uake Acceleration~ We have reviewed the possible earthquake accelerations at the site and in our opinion, for the intended use, the most significant event is a 7.0 magnitude event .on the Elsinore Fault. Although a 6.0 magnitude event on the Rose Canyon Fault could produce higher peak I I I I ·1 I I I I I I I I I I I I I .1 DISTANCE TABLE 1 SEISMICITY FOR .MAJOR FAULTS MAXIMUM ESTIMATED PROBABLE PEAK BEDROCK REPEATABLE HIGH FAULT FROM S;I:TE F.ARTIIQUAKE ACCELERATION BEDRO~ ACCELERATION Elsinore 22 Miles NE 7.0 0.20g 0.20g Coronado Banks 24 Miles SW 6.5 0.11g o. 11g San Jacinto 46 Miles NE 7.5 o. 1 lg o. 11g San Clemepte 58 Miles SW 7.3 0.08g 0.08g San Andreas 70 Miles NE 8.0 0.08g 0.08g Newport- Inglew'ood 53 Miles NW 6.5 O.OSg O.OSg Rose Ca.nyon4 7 Miles SW 6.0 0.29g 0.19g La Nacion4 26 ~les s 6.0 0.08g 0.08g 1. Seisrni~ .Safety Study City of San Diego (1974) & Bonnilla (1'970) 2. Seed and Idriss (1982) 3. Ploessel & Slosson (1974) 4. Potentially Active -~ •• j .,. 1111111 ----------------- .••. 11•• ~ ... .... . .. LAKE ~ IIAHLLA ~ \ I aAtCEJlaflt:LD ·::s. ' '\ ,, I •• ,. \ w I ' ii . v=f · 1'.: ~ ~ rMO~·y· I . '~ ' I . I I , _ ... \Tl -K -......:...:~ ~ c:.c: -' ~~ ... ~\ ... ~AN NICOlAI ~ISLAND s•NTAC•TAL~ ISLAND INA~ A•OY 0 ' ... "'---'----¼---I ·1 ~ I .,,\~ ......... ' -r'L ·~t'!:!,,,. '·" 1· ..,...__..... .. . ---t----------+----\~~~,------1------~~ ... m••· I ~ r-1,,~, "-· ~~ JOB NO.: ,, , 1 ,, , , ~ ·1,,1.1 r-· ~ ~111a.c..ra,ia I AOAf'rao "'o•· .i•••••••. 1t1•: I c111,IPOIINIA 01v1t10• OF IIJNtS 11110 e10LOaY OULI UP'. er CALIPO!!MIA ' 111• uo• 30065-00 , ... DATE: ~ MEXICO ti•• ~ no .. REGIONAL FAULT MAP FIGURE: NOVEMBER 1,986 2 I I I- I I I I I I I I I I. Five M. Development, Inc. November 20, 1 98-6 Job No. 30065-00 Log No. 6-6552 Page 6 accelerations at· the site, for construction engineering purposes, these faults a.re not considered active. The estimated· peak bedrock acceleration for the above-described seismic event is 0.20g. A one-third reduction in accele·ration for eve11ts within roughly 20 miles of the site is generally accepted as the anticipated repeatable high bedrock acceleration. Events beyond an approximate 20-mile radius, however, should use the peak values for design consideration. An anticipated repeatable high bedrock acceleration of. 0.20g resulting from a 7.0 magnitude earthquake on the Elsinore Fault is considered _an applicable design consideration for the subject site. Site_specific ground response evaluation was beyond the scope of this investigation. Design of structures should comply with the requirements of the governing jurisdictions, building codes a:nd standard practices of the Association of Structural Engineers of California. 6.2 Seismically Induced Settlement df Soils The soils underlying the si~e consi~t of firm bedrock and compacted fill. These materials should not be subject to seismically induced settlement. 6 .• 3 Liquefaction The bedrock materials and compacted fill underlying the site are not considered subject to liquefaction. These I I I. I I I I I I I I Five M. Development, Inc. November 20, 1986 Job No. 30065-00 Log No. 6-6552 Page 7 site materials have generally high relative densities and are not in a saturated state. 6.4 Lurching and Shallow Ground Ruptu:rP- Breaking of the ground beca~se of active faulting is noe considered a hazard on the site due to the absence of active faults. Cxacking, related to s·haking from distant events, is not considered a significant hazard; although it is a possibility at any site. 6.5 Tsunamis and Seiches The site is not subject to inundation by tsunamis or seiches because of its elevation above sea level and the ab$-ence of lake.s and ponds. 7.0 ENGINEERING CONSIDERATIONS Bearing materials within the depth of foundatio.n influence at the s(te consist of previously placed fill, and bedrock materials. 7. 1 Expansive Soil.s Bedrock and fill exhibit a moderate to high expansion potential. The effects of exp_ansive soils on foundations can be.reduced by either remedial grading or by specially designed found.at.ions. Remedial grading could consist of replacing. expansive soils with non-expansive import :material within the building area or.by moist~re conditioning the soil and constructing· · specially reinforced foundations Alternative methods for treatment of expansive soils are contained herein. I I I I I I I I I I I I I I :I I I I .I Five M. Development, Inc. November 2d, 1986 7 • .2 Difl~ere_ntial Settlement Job No. 30065-00 Log No. 6-6552 Page 8 Because of the different settlement characteristics of the compacted fill and the bedrock materials, there is a potential for adverse differential movements for structures founded on a transition from cut to fill. The location of the cut/fill.transitions are approxi- mately delineated o·n Plates 1 and 2. To decrease the likelihood of adverse differential settlements and to eliminate a sharp transition beneath foundations and slabs, special site preparation recommendations are provided. I I I I I I I I 1, I I I I I I I 1· I I Five M. Development, Inc. November 20, 1986 8.0 GEOTECHNICAL EVALUATION AND RECOMMENDATIONS 8.1 General Discussion Job No. 30065-00 Log No. 6-6552 Page 9 No geotechnical conditions were apparent in our explorations which would preclude the site development as planned, provided the recommendations discussed in this report are fully complied with. The site conditions of most significance to the proposed development are the expansive nature of both the fill and bedrock materials, and the possibility of structures spanning the cut/fill transition area. Differential movements are possible due to both the different expansion and settlement characteristics of the fill and bedrock materials on "transition lots". We, therefore, recommend that the bedrock portion of transition lots be overexcavated below the bottom of the proposed footings. In addition, we recommend that all building areas be moisture conditioned to decrease the expansion potential of the soil. The depth of moisture conditioning should extend to at least two feet below slab subgrade. Two alternatives are recommended to moisture condition the subgrade. The subgrade soils within two feet of subgrade may be removed, moistened to at least five percent over optimum moisture conditions, and then replaced as a uniformly compacted fill; or the subgrade soil may be presoaked from the surface until moistened to at least five percent over optimum moisture conditions. The disadvantage of using the latter recommendation is that considerable time may be necessary for moisture penetration from the surface of occur. In addition, it also will necessitate that I I I I I I I I I I I I I I I I I I I Five M. Development, Inc. November 20, 1986 Job No. 30065-00 Log No. 6-6552 Page 10 Building Number A B C D E F foundations and slabs be constructed in two pours, in order that the perimeter stem walls can be used to pond water during presoaking. The following table lists the proposed buildings and the foundation soil conditions which are anticipated. It also provides the recommended overexcavation to mitigate the cut/fill transitions. The depths of overexcavation are based on the maximum depth of fill present across the transition, and our past experience with such problems. Maximum Depth Bearing of Fill on Material Transition lot Bedrock/fill 11 Feet transition Bedrock/fill 5 feet Transition Fill Fill (No Building E shown on plans) Bedrock Cut Recoomended Remedial Site Work a) Overexcavate bedrock 3 feet below footiE& bottoms b) Moisture condition upper 2 feet of slab subgrade a) Overexcavate bedrock 3 feet below lowest adjacent finish grade b) M>isture condition upper 2 feet of slab subgrade a) M>isture condition upper 2 feet of slab subgrade a) M>isture condition upper 2 feet of slab subgrade a) Moisture condition upper 2 feet of slab subgrade I I 1. I I I I I I: I I I I I I I 1· I 1~ Five M. Development, Inc. November 20, 1986 Job No. 30065-00 Log No. 6-6552 Page 11 Building Number G H I J Bearing Material Bedrock/fill Transition Bedrock Cut Bedrock/Fill Transition Fill Maximum Depth of Fill on Transition L:>t 5 feet 2 feet Reconmended Remedial Site Work a) Overexcavate bedrock 3 feet belav lowest adjacent finish grade b) Moisture condition upper 2 feet of slab subgrade a) :t-bisture condition upper 2 feet of slab subgrade a) Overexcavate bedrock 2 feet belON lowest adjacent finish grade b) Moisture condition upper 2 fill of slab subgrade a) M:>isture condition upper 2 fill of slab subgrade 8.2 Grading and Earthwork 8.2.1 General All earthwork and grading for site development should be accomplished in accordance with the attached earthwork and grading recommendations (Appendix C) and Chapter 70 of the UBC • .!!l .special site preparation recommendations presented in the following paragraphs will supersede those in the attached Standard Earthwork and Grading Recommendations. I I I I I I I I I I I I I I I I I I I Five M. Development, Inc. November 20, 1986 8.2.2 Geotechnical Observation Job No. 30065-00 Log No. 6-6552 Page 12 Continuous observation by the Geotechnical Consultant is essential during grading to confirm conditions anticipated by the preliminary investigation, to adjust designs to actual field conditions, and to determine that grading proceeds in general accordance with the recommendations contained herein. 8.2.3 Site Preparation a) Transition Lots In areas where buildings will straddle cut/fill transitions, it is recommended that the bedrock materials be overexcavated and replaced as a uniformly compacted fill. The buildings affected, and the recommended depths of overexcavation are provided on Table II. The lateral extent of this overexcavation should include the area 5 feet outside of the perimeter footings. After the excavation has been completed, the bottom should be observed by the Geotechnical Consultant to determine that soils conditions are as anticipated and that the depth of overexcavation is as recommended, The building area may then be brought to the desired grade using the on-site soils, compacted to at least 90% of its maximum density at approximately optimum moisture conditions. I I I I I I I I I I I I I I I I I I I Five M. Development, Inc. November 20, 1986 b) Moisture Conditioning Job No. 30065-00 Log No. 6-6552 Page 13 We recommend that the subgrade soils within two feet of slab subgrade be moisture conditioned in order to decrease the expansion potential. Moisture conditioning may be accomplished by presoaking from the surface, or by removing the soils, moistening, and recompacting. The end result of either method should be to increase the moisture content of the soil within two feet of subgrade to at least five percent over optimum moisture based on ASTM D 1557. If presoaking is utilized, the perimeter foundation should be placed first to retain the water used for presoaking. It should be noted that considerable time may be necessary for water to penetrate compacted fill and bedrock. If removal and recompaction is utilized, periodic sprinkling may be necessary to maintain moisture conditions between the time of grading and time of construction. Prior to construction, moisture testing should be performed by the Geotechnical Consultant to confirm that moisture conditioning is as recommended. 8.2.4 Fill Material Soils derived from on-site sources should be suitable for re-use as compacted structural fill. I I I- I I I I I I I I I I I I I 1· I I. Five M. Development, Inc. November 20, 1986 Job No. 30065-00 Log No. 6-6552 Page 14 8.2.5 Compacted Fill 8.2.6 Details of fill placement are presented in Appendix C. In general, all fill should be compacted to at least 90% of Modified Proctor Density (ASTM D-1557) at approximately optimum mositure conditions (except in ar~as that are to be moisture conditioned). Sufficient observation and testing should be performed by the Geotechnical Consultant in order that an opinion can be formed as to whether the compaction requirements have been complied with. Trench Backfill Utility trench and/or wall backfill consisting of the on-site material types should be placed by mechanical compaction to a minimum of 90- percent of the laboratory maximum density. 8.3 Slope StabilitI 8.3.1 Existing Slopes The fill slopes currently existing on this site should be stable at the 2:l slope ratio currently existing. Any changes of slope ratio should first be analyzed by the Geotechnical Consultant. I I I I I I I I I I I I I I I I I I I Five M. Development, Inc. November 20, 1986 8.3.2 Slope Protection/Maintenance Job No. 30065-00 Log No. 6-6552 Page 15 Although slopes should be stable at the slope ratios existing at this time, the soils used in construction are susceptable to errosion. For this reason it is recommended that slopes be planted as soon as possible after construction. It is recommended that deep rooted plants adapted to a semi-arid climate be used. Site drainage should be directed away from the top of all slopes. 8.4 Surface and Subgrade Drainage The performance of foundations is highly dependent upon maintaining adequate surface drainage both during and after construction. The ground surface around structures should be graded so that surface water will be carried quickly away from the building without ponding. The minimum gradient within ten feet of the building will depend upon surface landscaping. In general, paved or lawn areas should have a minimum gradient of 2 percent, while heavily landscaped areas should have a minimum gradient of 5 percent. Roof drains should be carried across all backfilled areas and discharged at least ten feet away from structures. Planters should be constructed so that moisture is not allowed to seep into the foundation areas or beneath slabs and pavements. I I I I I I I I I I I I I I I I I I I Five M. Development, Inc. November 20, 1986 8.5 Foundation and Slab Recommendations 8.5.1 General Job No. 30065-00 Log No. 6-6552 Page 16 Our recommendations are considered to be generally consistent with the standards of practice. They are based on both analytical methods and empirical methods derived from experience with similar geotechnical conditions. Reinforcement recommendations are conside.red the minimum necessary for the likely soil conditions and are not intended to supersede the design of the Structural Engineer or criteria of governing agencies. 8.5.2 Foundations It is anticipated that a shallow foundation system bearing uniformly on either the bedrock materials, or structural fill soils on-site should be suitable to support the proposed structure. Foundations bearing within the fill materials may be designed for a maximum allowable bearing capacity of 2000 psf. For foundations bearing in bedrock materials a maximum allowable bearing capacity of 4000 psf may be used. As previously discussed, foundations bearing on a transition from bedrock to fill are not recommended. We anticipate that Buildings A, B, C, D, G, and J will be founded on fill, and that Buildings F, H, and I will be founded on bedrock. I I I I I I I I I I I I I I I I I I I Five M. Development, Inc. November 20, 1986 Job No. 30065-00 Log No. 6-6552 Page 17 Footings should be at least 12 inches wide and 24 inches deep (below lowest adjacent subgrade). Continuous footings should be continuously reinforced with at least 2 No. 5 bars placed 1 at the top of the stemwall and one at the bottom of the footing. 8.5.3 Slabs We recommend that slabs be constructed a minimum of four inches in actual thickness and be reinforced with at least 6x6/10-10 welded wire mesh placed at mid-height of the slab. Actual design of on-grade slabs may be based upon a modulus of subgrade reaction of 200 pcf. We recommend that slabs be underlain by at least four inches of crushed rock or clean washed sand as a capillary break. If a moisture membrane is used, we recommend that it be overlain by at least two inches of sand to decrease ·the likelihood of curing problems. Slab subgrade should be moisture conditioned as recommended in Section 9.2.3. 8.5.4 Foundation Observation All foundation excavations should be observed by the Soils Engineer prior to the placement of forms, reinforcement, or concrete, for deter- mination of conformance with the intent of the recommendations herein. All excavations should be trimmed neat, level and square. All loose or unsuitable material should be removed prior to the placement of concrete. I I I I I I I I I I I I I I I 1- 1 I~ Five M. Development, Inc. November 20, 1986 Job No. 30065-00 Log No. 6-6552 Page 18 Materials from footing excavations should not be spread in slab-on-grade areas unless compacted. 8.5.5 Lateral Load Resistance Resistance to lateral loads may be provided by a passive pressure against the vertical faces of the foundations or walls and by the frictional resistance between concrete and soi 1. Passive pressure for compacted on-site fills may be considered to be 300 pcf. Passive pressure for the undisturbed bedrock materials may be considered to be 450 pcf. A coefficient of friction for soil to bedrock may be assumed to be 0.4. When combining frictional and passive resistance the latter should be reduced by one-third. 8.5.6 Footings Set Back from Slopes If footings are proposed adjacent to slopes we recommend that the foundations be deepened to provide a minimum horizontal distance from the lower outer edge of the footing to the adjacent slope face equal to ten feet. If footings are planned which require utilization of this recommendation, we recommend that the foundation plans be reviewed by the Geotechnical Consultants prior to construction. I I Five M. Development, Inc. November 20, 1986 8.6 Retaining Walls Job No. 30065-00 Log No. 6-6552 Page 19 ~ The active earth pressure for the prevailing on-site soil may be based on an equivalent fluid pressure of 40 lbs/cubic feet. The active earth pressure should be used for retaining walls which are free to yield at the top (unrestrained). For retaining walls which are braced at the top an equivalent fluid pressure of 60 pcf should be used, based on the at-rest soil condition. The above values should be modified to take into account any surcharge loads, sloping backfill or other externally applied forces. __ j Passive pressures used for design of retaining walls were presented previously in Section 9.6.4, "Lateral Load Resistance". 8.7 Reactive Soils The results of sulfate testing performed on soils obtained in our borings indicate that Type II cement should be used for concrete which will be in contact with the on-site soils. Results of these sulfate tests are included in Table B-3. 8.8 Pavement Recommendations 1 ~ Areas to be paved with asphaltic concrete should be graded in accordance with the site preparation recom- mendations given above. The following preliminary pavement sections are recommended based on an R-value of 5. The results of our R-value tests are shown in Table B-4. I I I I I I I ,I I I I I I I I I I I I Five M. Development, Inc. November 20, 1986 Parking Areas (T. I. = 3. 5) 2.5 inches of asphaltic concrete Job No. 30065-00 Log No. 6-6552 Page 20 on 6-inches of Class 2 aggregate base course compacted to 95% at least of ASTM: D-1557 maximum density Light Traffic Areas (T.I.=4.0) 3-inches of asphaltic concrete on 7-inches of Class 2 aggregate base course compacted to at least 95% of ASTM: D-1557 maximum density Heavy Truck Routes (T.I.=4.5) 3-inches of asphaltic concrete 8-inches of aggregate base course compacted to 95% of ASTM: D-1557 We recommend that the upper 12 inches of pavement subgrade soils be scarified, moistened to near optimum conditions and compacted to at least 90 perc~nt of the maximum density. We recommend that you require the Contractor or supplier to assure conformance with material specifications. It should be noted that laboratory testing may require 5 to 7 days. We recommend that the area within and around the trash enclosure be paved with Portland Cement Concrete (P.C.C.). P.C.C. paving should be a minimum 6-inches thick, reinforced with at least 6x6x10/10 welded wire mesh. Subgrade soils and aggregate bases should be prepared as recommended above for asphalt paving. Concrete paving should be provided with appropriate contraction joints at a maximum interval of 20-feet and divided into as nearly square panels as possible. I I I I I I I I I I I I I I I I Five M. Development, Inc. November 20, 1986 8.9 Plan Review Job No. 30065-00 Log No. 6-6552 Page 21 We recommend that the final grading plans and foundation plans for the proposed project be reviewed by the Geotechnical Consultant to evaluate compliance with the recommendations presented herein. Review of grading plans may necessitate an additional investi- gation and analysis if the project is significantly changed from our current understanding of the proposed site development. 9.0 LIMITATIONS OF INVESTIGATION Our investigation was performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable Soils Engineers and Geologists practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. The samples taken and used for testing and the observations made are believed representative of the entire project; however, soil and geologic conditions can vary significantly between borings. As in most major projects, conditions revealed by excavation may be at variance with preliminary findings. If this occurs, the changed conditions must be evaluated by the Project Soils Engineer and Geologist and designs adjusted as required or alternate designs recommended. I I I I I I I I I I I I I I I I I I I Five M. Development, Inc. November 20, 1986 Job No. 30065-00 Log No. 6-6552 Page 22 This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and incorporated into the plans, and the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the fi~ld. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for other than our own personnel on the site; therefore, the safety of others is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. The findings of this report are valid as of the present date. However, changes in the conditions of a property can occur with the passage of time, whether they be due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or I I I I I I I I I I I I I I I I I I I Five M. Development, Inc. November 20, 1986 Job No. 6747-002-00-00 Log No. 6-6552 Page 23 partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. Reviewed by: Thomas C. Gray, C.E.G. 281 Expiration Date: 6-30-88 Associate Geologist EJN/WLV/AFB/TCG/pb *** INC. _/':.,~',4JiC,""'\ z~~~333 Expirati Date: 3-31-87 Chief Engineer I I· I- I I I I: I Ii' I I I I ' I 1 .. :l- 1:· ·1 I APPENDIX A · References I I I I I I I I I I I I I I I I I I I 1. 2. 3. APPENDIX A References Bowles, J. E., 1982, "Foundation Analysi,s and QesLgn", by McGraw Hi 11. Ploessel and Slosson (1974), "Repeatable High Ground Acceleration From Earthquakes", California Geology, California Division of Mines and Geology, September. Seed and Idriss (1982), Ground Motions and Soi.l L_iquefaction During Earthquakes, Earthquake Engineering Research Institute, Berkeley, California. I I I- I I I I I I! I I I I I l- ·1 I I I APPENDIX .8 Field Exploration . -I I I I. I I I I I I I I I I 1 .. DEFINITION OF TERMS PRIMARY DIVISIONS SYMBOLS SECONDARY DIVISIONS _, GRAVELS CLEAN ·"'· · · ·. Well graded gravels. gravel-san~ mixtures, little or no · ,,, :! GR AVE LS IL:A, .. · _·:_~ ..... -_G_w_.,_f_ln_••-·--------------------4 w MORE THAN ... ::! ffi g HALF OF (LESS THAN · •:. : : GP Poorly graded gravels 'or gravel-sand mixtures, little ·or O t-"' 5 .. FINES) :·. .•. no fines • . . u, ~ ci FR~~~~:; IS .. ,~ • GM SIity gravels, gravel-sand-silt mixtures, non-plastic C u. z w GRAVEL· . • fines. w N LARGER THAN WITH FINES ~ ~ ~ 0 NO. 4 SIEVE · i!1/}, GC fi!,8/a~Y gravels, gravel-sand-clay mixtur,s, plastic <-'~w~--~-~~-C_L_E_A_N_~~ •• ~.~.~-~--------------~----~ ffi ~ ffi ~ SANDS SANOS ,_•. • SW Well graded sands, gravelly aanda, little or no fines. W ~ c, en MORE THAN ( l ES S THAN ""'•__. .. _r+---+-----------------------------t u, :I: a: HALF OF 5 -. FINES)' • • • SP Poorly graded sands or gravelly· sands, little or no fines. a: t-j COARSE I < w en FRACTION IS 0 ~ -SMALLER THAN (.).., s AND s 1 SM SIity sands, sand-silt mixtures, .non-plastic flnea. , NO. 4 SIEVE WITH FINES f ,rt s· C · · ·· i /I, Clayey aands~ sand-clay mixtures, plastic fines. · "' w ..., II. a: ~ -0 wen 0 .., ,,, II. .., w v,.., < > SILTS AND CLAYS LIQUID LIMIT IS LESS THAN 509' ML Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or clayey sllta with alight ptaatlcity. ~~CL Inorganic clays of low to medium plasticity, graveUy clays, sandy clays, lean clays. · C <:El:!! w :I: en en O L Organic silts and organic silty clays of low plasticity. : zzeno~----------~~~~-~-------------------~ < ~ ~ ~ M H Inorganic silts, mlcaceous or dlatomaceol.!S fine sandy St-:$ ci SILTS AND CLAYS or silty soils, elastic slits •. .., 11.1 a: z /'j''J' J CH a: w LIQUID LIMIT IS Inorganic clays of high plasticity, fat clays. ~ ~ !c ~ GREATER THAN 509' -, :::E :I: ½¼ 1 ~½/ 0 H Organic clays of medium to t}lgh plasticity, organic LL t-ijl/4 /I silt~. HIGHLY ORGANIC .SOILS Pt Peat and other highly organic soils. GRAIN SIZES SILTS AND CLAYSi-----..--S_A_N_D _______ G_R_A_V_E_L __ COBBLES BOULDERS FINE I MEDIUM COARSE FINE I COARSE [D [2] 200 40 10 4 314• 3• 12• U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS GROUND WATER LEVEL OR GROUND WATER S1EEPAGE. LOCATION OF SAMPLE TAKEN USING A STANDARD SPLIT TUBE ~AMPLER, ., 2-INCH O.D., 1-3/8-INCH I.D. DRIVEN WITH A 140 POUND HAMMER FALLING 30-INCHES. LOCATION OF s·AMPLE TAKEN-USING A MODIFIED CALIFCfRNIA SAMPLER, s-va.:.INCH· o.o .. WITH 2-1 /2-INCH ··1.D. LINER RINGS. DRIVEN USING THE WEIGHT OF KELLY BAR (LARGE DIAMETER .BORINGS) OR USING A 140 POUND HAMMER FALLING 30-INCHES (SMALL DIAMETER BORING): LOCATION OF SAMPLE TAKEN. USING A 3-INCH O.D •. THfN-.WAl.LED TUB.E SAMPLER (SHELBY TUBE) ,HYDRAULICALLY PUSHED. • ..... LOCATION Of BULK SAMP.LE TAKEN FROM AUGER CUTTINGS. KEY TO LOGS -UNIFIED SOIL CLASSIFICATION SYSiEM (ASTM 0.-2487) JOB NO.: r IFJGURE: : ' I I I. I I I I I I I I I I I. I. I: .. -------------------------------------------·---'DATE OBSERVED: __ 1 _o_-1_3_-_8_6 ______ METHOD OF DRILLING:_· _:::.8 ,_, ..;.H.a.ao:..,l...,l~o.:,.w_S"'"t,._,e=m"---"'A=ua_.g ... e..._r __ -'-~--1 40 I.I Hammer, 30" Drop LOGGED BY: R. S. GROUND ELEVATION: __ 3_6_s_± ___ LOCATION: ____ se,;;,.e.:;,_G_e;..;o;..;c;..;e~c;..;h;;.;n.:;;.i.,;;.ca;;;;.· ;;:.l_M.,;;.a;.;ap.,._ ___ .__ __ _ .... ~ ti "' u. 9 ..... ':i:: u. ... .ili a. w < Q, d •O - -- - 5- - - -- 10- - --- 15- - - -- 20- ---- 25- - - - - 30- - --- 35- -- ... Q 0 w 0 ID W u. .a:_, ... :::, a. 0) t-2 ~ ~< 0 QO) _, z ID :::, w _, a. :::& < "' ~ _, :::, ID BORING NO._1_ DESCRIPTION KE._L Y WEl~HT (lbs.) FILL: Mixed light brown sandy SILT to darKgray brown sandy CLAY, moist, very stiff 21 1/X15.0 106.7 @ 5' some light gray fine sand, mixed in, medium dense, some olive gray CLAY, 21 rz 20 z 21. 0 1 oo. 6 very stiff. · @ 10' some blue green clayey SILT mixed in, very stiff / SANTIAGO FORMATION: (Tsa) Medium gray silty CLAYSTONE, moist, hard, some orange SOIL TJ:ST Expansion ·Test Consolidation Particle Size Analysis Atterberg Limits · R-Value Pa-rticle Size Analysis· Att:erberg Limits- ..._----~-1----ii.--.--staining, some gypsum crystals 1-----...;;;~-------...;;.,------------t I TOTAL DEPTH 40' , No Water, Backfilled 10-13-86 51 7 40,~--+--~_,.__...,_..._...J -)i rect Shear JOB NO.: 30085 -oo LOG OF BORING I I I I I I I I I I I I I I I I I I 1U-13-86 8" Hol.low Stem Auger DATE OBSERVED: __________ METHOD .OF DRILI.ING:__......;..14..,1.,..J -,1!,-;,,,H-a-mm_e.;..r.;;..-,=...3""0'"11....,._Dr'-o-p ____ _ R.S. 370± See Geotecnn~cal Map LOGGED BY:---GROUND ELEVATION: _____ LOCATION:_·------..;._-----.-. --- ,.. ti w I&. -:x: I-a. w 0 -o - ·-- - ~ ~ ~ < .d I-0 0 w 0 IDW I&. a:_, .... ::, a. (t) 1-2 ~ !?< 0 Q(t) _, z ID ::, 22 LI w _, a. 2 < (t) ~ _, ::, ID BORING NO.+ DESCRIPTION KELLY WEIGHT (Iba.) FILL: Orange brown silty SAND to blue gr'ay'""silty CLAY, moist, medium dense to very stiff. ~ -.~1o--~-1o----t----------- 5~ 22 [Z 10 '6.4 1 05.6 Pale Olive gray silty fine SAND, moist, medium dense - SOIL TES·T Expansion Direct Shear --1-----1---~ --------------------------- - 10- - -- - 15- -17 ~ 27.3 87.5 - - 20- 45 v 17.7 110.5 --- 25- -- - - 30- - --- 35-- --- JOB NO.: 30065-00 Mixed medium gray to yellow to light orange brown to silty CLAY, moist, very stiff SANTIAGO FORMATION: (TSA) Light gray silty fine SANDSTONE, moist, dense, slight orange staining, slight caliche· TOTAL DEPTH: 20' No Water Backfilled 10-13-86 LOG OF BORING ~article Size Analysis· ~t terberg Limits · r,1aximum Density Direct Shear 8-2 I I 1. I .I I 1· I I I I ·1 I- I. I ·1-~ --------------------------------------------------DATE OBSERVED: _...;.l...;.O_-_l .;.3_-8,;;.6,;;._ _____ METHOD OF DRILLING : _ __..Ri..."~H .... o.._J .._J ou.w ....... SJ..1t ... e::...ro.1..._-"'A....,11.,i,;g,.ae.17 ___ ___._ ____ 140 -11' Hammer 30" Drop LOGGED BY: R. S_: GROUND ELEVATION: _..;;3..:..7..;;2..;;± ___ LOCATION: _.....:;.S.;;;;.e.::.e_G""e:::.;o:::.;t::.:e::.:c:.:.h::.:en,..,,i.:::c_~_a..,.l_',.,_.1a...,· p..,_ ____ _ .... z ... ~ w w IL. 0 -::J: y; ... ~ a. w < 0 d •O - - - 5- - - .... 0 W O W -' o mw a. IL. a: ..I :::E ' :,a, < Cl) ... :::E Cl) 3 Cl)< :Ill:: 0 QCI) ..I .J z :, m ::, ID 19 [I 29 tz ~3.6 14.3 BORING NO~2- DEscR1PT10N KELLY WEIGHT (Iba.) FILL: Light gray to orange silty fine SAITT>to olive gray clayey SILT, moist, medium dense/stiff SANTIAGO FORMA~ION (Tsa): Light gra.y to white silty fine to medium SANDSTONE, moist, meqium dense to dense, some orange staining, caliche stringers to 114• --'-·-----t---+-------+----------------------"""-- - 10- - - - - 15- --- 20- ---- 25- - - - - 30- - -- - 35-. - -- 40- JOB NO.:. 40 / x120.9 05.5 43 17 30065-00 Olive gray CLAYSTONE, moist, hard, slight yellow staining TOTAL DEPTH: 16' No Water Backfilled 10-13-86 LOG OF BORING SOIL TEST Sulfate·Content B-3 '' ., ~- I I I .1 I I I I I I I I.· I ·- DATE OBSERVED: 10-13-86 METHOD OF DRILLlt,IG: 8" Hollow S-J:;~m A11gei;: 1 40· It Hammer, 30.". D:cb12 ~' LOGGED BY: R.S. GROUND ELEVATION: 370± -LOCATION: See Geotechnical ~a~ .... z ... 0 "' .... > .... t; ~ 0 "' ..I "'~ a: rs mw L "' 0 :E a: 04. ·.BORING NO.__L LI. LI. a: ..I ::) ... "' ... ... u .... ::) L < t-Z SOIL TEST :z: ii: Cl) t-:e Cl) a,W ~~ ... 0 ~ ~< ~ -... ..I Cl) DESCRIPTION CL Cl) Oz w < 0 QCI) ..I 2o LZ 0 -d ..I z ::) z w KELL V WEIGt,tT (Iba_.) , m ::) m CJ "'!'Q --o FILL: Dark brown to black clayey SAND -witn shells to gray silty CLAY, moist, -[ medium dense/very stiff 24 - - '-------------·-----· 5-24 rz Dark brown to balck sandy SILT, moist -•.' - -SANTIAGO FORMATION ~Tsa): Olive green -CLAYSTONE, moist to very moist, fi.rm to 10-[2 stiff, somewhat remolded 1 3 26.7 91.8 Consolidation --!---,__ -------- - - 16-[7 Pale brown CLAYSTONE, moist, hard; with 39 tl3. 3 00.4 gypsum crvs-tals and some vellow stainin,,. . TOTAL DEPTH: 16 I -No Water -Backfilled 10-13-86 20- -' - - -' - 25-' - -' ' - - 30--- --- 35- - - -· I - 40-. JOB NO.: LOG OF BORIN-(2 IFIGU_RE: 30065-00 .. B-4 I I I- I I I .1 I I I I I I I. I DATE OBSERVED: 10-13-86 METHOD OF DRILLING: 8" Ho] J or.i . St1olll o e\ge i;, R. S. GROUND ELEVATION: 1 {±Q ti Hammex: 30" D.:op LOGGED BY: 372± LOCATION: See Ger.2tecboical '~·ip_ .. z ... 0 IU ..... .... w~ ,.. .... I-~ 0 w _, a: r; w 0 mw a. w 2 § ... Oa. BORING NO.___§_ LL. I&.· a:_, w""' .... 0 ... ::, a. < ...z :z:: i "' I-::E "' u,W ~t SOIL TEST ... "' 3:' !?< -... DESCRIPTION a. ~ ~ Oz _, a, w 0 QO, _, :Eo Q. ffi Q d _, z ::, Kl;LLY WEIGHT (lbs.) m ::, CD (J !a -o SANTIAGO FORMATION (Tsa): Olive -gray CLAYSTONE, moist, very· stiff, some -.28 z caliche and orange staining - - 5- -@ 7' becomes. pale brow.n wj,th some yellow -staining --' 10-23 v 26.8 96.5 -TOTAL DEPTH: 11 I -No Water Backfilled 10-13-86 - 15-' --- - 20-~ - -- -- 25- - - -- 30--- --- 35- ---- 40- JOB NO.: 30065-on LOG OF BORING 'FIGURE: .. B-:-5. i . J. ' : ' : ' ! ! ! ' ! ; : I I I. I I I I I I I I I I. I DATE OBSERVED: 10-13-86 METHOD OF DRILLING: 8" Holl,gu ate111 i.ugel' U!:Q ff Hammei.: 3011 El~O? R. S. GROUND ELEVATION: 375± LOCATION: 1;!esi Ge12tecboical ~Sp LOGGED BY: ,.. z I-Q w .... >"" I-~ 0 w _, w! a: rs w IDw 0. w 0 2 a: I-Do., BORING NQ._.§_ I ~ ~ rr ..J w .... .... 0 .... : a. < ::::,z CJ~ SOIL TEST :r: ii; Cl) 1-·l: OJ ~w I-"' ~ !!: < -... <-DESCRIPTION :.: Oz .un 0. "' 0 C:.1(1) _, o.z w < :Eo Q d _, % -::::, zW KELLY WEIGHT (Iba.) ID ::, ID CJ _a .. i-o ' SANTIAGO FORMATION (Tsa): Light gray -silty fine to medium SANDSTONE, moist, -tz dense 34 13. 7 116.2 - -x 5-53 L. 11.7 119.3 ' Maximull} Density -Direct Shear -Medium gray CLAYSTONE, moist, wLth orange staining - 10- - -, -- 15..-Dark brown clayey SILT, moist, hard, 53 v 26.1 94.4 some yellow staining, gy.psum crystals ·Pirect Shear -TOTAL DEPTH:: 16' No Water . Backfilled 10-13-86 . 20- . ; . . ' - 25- - - -I - 30------ 35- - --- · 40--JOB NO.: ~0065-00 LOG OF BORING . tlGURE: B-6 I I I. I I I I I I I· I 1. I- I ' DATE OBSERVED: __ l _O_-_l 3_-_8_6_-_____ METHOD OF DRILL IN G:--..-8,.," ..,.H...,. 0,,..1;,:,1,_o..;.w __ S t.::..e;;;;;m;:.,-,.,,Amu""g.;;.e.::..r _____ _ 140 tl HaTI)mer, 30 11 Drop -- LOGGED BY: --R_._s_. GROUND ELEVATION: __ 3_7 4_± _____ LOCA TtON: __ s_e_e,.._,_G_e_o_E_e_ch __ n_1_c_a_l_M_ap.._ ____ _ .... i ... 0 w t; 0 w _, 0 mw a. w 2 II. II.' a:_, -~ ... ::::, a. < l: !!: (I) ... 2 (I) ... ! ~ !?< a. ~ w 0 00 _, 0 ~ _, z ::, CD ::::, CD -0 -- - - 5-74 "[Z 10 15,9 -. . - 10-172 .v 10' . . - 15- - -. . 20- . -. - 25- -- -. 30- - --- 35- - --- 40- JOB NO.: 30065-00 .... > .... w! a:~ a: ... Ca. w"" ~z o,W ~r: -... Oz _, (I) 20 A.Z zW u _a ~16.3 BORING NO._L_ DESCRIPTION KELLY WEIGHT (Iba.) SANTIAGO FORMATION (Tsa): Medium .gray silty fine SAND/sandy SILT dense, with some broken TOTAL DEPTH: 11' No Water Backfilled 10-13-86 , moist, sea shells LOG OF BORING SOIL TEST IFIGURE: B-7 ' I I I I I I I I I I I I. I. I: I DATE OBSERVED: __ 1 _o_-_l 3_· -_s_6 ______ METHOD OF DRILLING:--,-&,,.," .....,H:.:.,0;;.:1:.;:1;.;,0;..;,w:...,..:S..;:t..:;e.:::m.,.A,.;.uirg~e;...:r::_ ______ _ 140 1fi Hammer, 30" Drop LOGGED BY: __ R_._s_. GROUND ELEVATION: __ 3 7_1_± ___ LOCATION: __ s_e_e-G_e __ o_e_e_c_t'i....:.n_t_c_a_r _,_via.....;p~------- -t; w II. -:c I-a. w 0 -o . -. - 6- -- -- 10- - - - - z ~ 0 i 0 Cl) < d 1-0 W O w -' 0 CDw a. II. a:-1 2 ..... :>a. < 0 1-2 0 ~ !< ~ 0 00 _, _, z ::, ID :::, ID 47 IZ BORING NO . ...JL DESCRIPTION KELLY WEIGHT (lbs.) SANTIAGO FORMATION (Tsa): Light yellow brown silty fine SANDSTONE, •oist, · dense, with broken sea shells, caliche@ 2'-3.5'. Cemented 'layer, hard drilling 15-t-7 -... 62·-1/t---ll!-,,-•_-~ .......... -,--.----------------___ _. -1--+.:.:..~-+--~...,~q'-1~1~~1,A,,ii~~ Medium gray CLAYSTONE, moist, hard, some !'\.orange and yellow staining -. . 20- -. -- 26- - - -. 30- -. - - 35- . - -- 40- TOTAL DEPTH: 1 6 ' No Water Backfilled 10-13-86 SOIL TEST JOB NO.: 30065-00 LOG OF BORING' IFIGURE: B-8 ~-TU I DATE OBSERVED: 10-13-86 METHOD OF DRILLING: 8" H2ll2w Stem 6ugei: I R.S. 371± 140. ff Hanime·r 1 30" Drn12 - LOGGED BY: GROUND ELEVATION: LOCATION.: Se·e Geotechnical ·Mae " ~ .. Q w " >-ti 0 w .J w! a:LL. 0 mw a. oCJ w a:.., :E g; .. a. BORING NO.-1L 1-LL. 0 LL. w .... .... .... :) a. . < ..z :I: ii; "' .. :E co u,W ~~ SOIL TEST .. gJ ;r; !?< -.. DESCRIPTION a. ~ Oz .., "' w < 0 Q"' .J :Eo a. ffi Q d .J z :) I m :) ID CJ ~Q KELLY WEIGHT (Iba.) -o . ' . " -SANTIAGO FORMATION {Tsa): Medium gray silty CLAYSTONE, moist, stiff to hard, -z with some broken seashells,· orange ' I 19 18.5 I 01.4 staining. - - I 5- . - - I - -- 10-45 [7 I -TOTAL DEPTH: 11 I -No Water I: Backfilled 10-13-86 - 15- -I -. -I 20- - I --- I 25- - - I - - 1- 30--- I - I -- 35-I: --- 1· -. '' '40-; JOB NO.: LOG OF BORING ' IFIGURE: .ll 30065-00 B-9 ~ I I I I I 1. I I I I I I I I I I I I - DATE OBSERVED: 10-13-86 METHOD OF DRILLING: 8" tlo]]ow Stem ~ngei:- 1 40 It Hammel:", ~Q" Clt:Oi,l LOGGED SY: R.S. GROUND ELEVATION: 371± LOCATION: See Geotechnical Map .... z I-0 w .... >-""' tu ~ 0 w -' w~ a:~ IDw A. w 0 :E a:1-04. BORING NQ . ..1.Q_ ~. ~ a:-J w-0 ::, A. c· ~z SOIL TEST .... i .... ~t !J: rn I-::E rn a,W I-"' ~ ~< -... DESCRIPTION :ii: Oz -' fl) A. "' 0 om -' Q. ffi w < ::Eo 0 d -' z ::, !0 KELLY WEIGHT (Iba.) ID ::, ID () -o FILL: Mixed brown/green/ gray -SAiffiTSILT/CLAY, moist, medi-um dense, -[ very stiff 19 Sulfate Content - - 5-21 CZ 12.7 ~ 03. S SANTIAGO FORMATION (Tsa): Light orange Direct Shea:i;--brown silty fine SANDSTONE, moist, medium dense, with broken sea shells - -- 10-30 CZ Olive gray CLAYSTONE, moist, ha:i;-d, @ Maximum Density -12.5'-13' cemented zone Direct Shear -~ - - 15 ·- 39 ~'i. 1 IM'I l,, Light gray silty fine SANDSTONE, moist, !"-dense - -TOTAL DEPTH: 16 I -No Water Backfilled 10-14-86 20- - - -- 25- --" - - 30-----· - 35- . ' -- ' - 40- JOB NO.: LOG OF BORING 'IFIGURE: 8-1.0 30065-00 I I I I I I I I I I I I I I I I I I DATE OBSERVED: __ ,_o_-_i _3_-8_6 ______ METHOD OF DRILLING:-....;.8_"_H~. 0.;.;1;;.;1;.;0;...w~S...;;t...;;e,;,;;m~A ... ugc,,,e~.r;;.._ ______ -,---140 11 Hammer, 30" Drop R. S. 370± See Geo_tecnm.cal Map LOGGED BY: GROUND ELEVATION:------LOCATION: ___ _,_ _________ ..;...._~---... z I-~ w w u.. 0 .... l: ii: I-0 a. "' w < 0 _, -o 0 I-Q 0 w 0 mw a:_, u.. ... ::::, a. "' t-2; :t !1< 0 00 _, z m ::> -- -17 [ 5- -35 k2: - - 10- -18 ~ -- 15-25 7 --- 20- - - -- 25- - - - - 30- - -- - 35- - - - - 40- w _, a. :I < 0) ~ _, :::, m ... w! a: ... ~z (I) w -... Oz 20 0 >---a: u.. cf w-~~ _, Cl) A.Z zW -0 BORING NO . ...1L DESCRIPTION KELLY WEIGHT (Iba.) FILL: Dark brown clayey SILT to lig4t orange brown silty SAND, moist, stiff/medium dense Mixed medium gray clay/light gray sand, moist, dense/very stiff SANTIAGO FORMATION (Tsa): Light gray silty CLAYSTONE, moist, very stiff, some yellow st,aining Light orange brown sflty fine SANDSTONE, 9. 7 100. 3 moist., mediu'1) dense to dense, with broken sea shells 'v TOTAL DEPTH: 16' No Water Backfilled 10-14-86 SOIL TEST :oarticle Size Analysis · Atterberg Limits L.J_O_8 _"_O·_=....,:3~0'-lli:0~65~-~-0~0--.a...--..;L;..O~G_...;,0_F_B_O_R_IN_G ___ ._IF .... IG_u_Re_= ____ B-_,1_,1~-·----· ~--- I- I I I I I- I I I I I I I I I I I I I DATE OBS ERV ED: __ ,_o_-_, _3_-_86 ______ METHOD OF DRILLING:_......:.18_"_..l.l.H:.l.o.,._11..io.Llw!L..,.;Su·r..i:e!lJ.roL-.bA.uJJ.1<,.g.e.ei;;.r ____ ~_ 140 # Hammer, 30" Drop LOGGED BY: __ R_._s_. GROUND ELEVATION: __ 3_69_±-___ LOCATION: ,.. lu w I&. Z t-0 W "" >-,.. 0 o w -' w~ a::"'-F-o mw A. cu -c I&. a: _, :e a: ... Q. u ..., ::,o. < ~z w .... :c ffi 0 t-:e "' sew.., ~~ -BORING NO._i_g__ SOIL TEST ~ 0 ~ !? < ~ Oz ,;t ffi r-DESCRIPTION w < o 00 _, 20 -, 0 ...1 -' Z ::, 1-:_:04-.!m~.;:1:::,~~m!..l-___:U~.,:~:.c::.l..!K~E:_:.L::L:.:Y_W::,:E:_:IG:,:;H:.,:T~(l:_bt:,;. -::.>.:::::::;:::;;;=:::;:;;;:::;;..... ___ ...J. ..... -----,-------1 -o-, - -1sT FILL: Mixed gray/brown/green SILT to SAND with some clay, moist, medium dense LL ,1.1 1to2.1 -1-----1--+---1~1---+---1....._@ 4'-4.5' black clayey SILT 5- 43 L._ - - - - - 10- SANTIAGO FORMATION_ (Ts:a): Light gray silty CLAYSTONE, moist, very stiff, some yellow staining 7 ........... +61--l'---+-+--t--+----------------------~ - - - 15- - - .. - 20- - - -- 25- - - - - 30- - - - - 35- --- - 40- TOTAL DEPTH: 11' No Wate.r Backfilled 10-14-86 Sulfate Content Consolidation JOB NO.: 30065-00 LOG OF BORING fFIGURE: B-12 I 1 I I I I I I I I I I I I I I I I I - D·ATE OBSERVED: __ l_0_-_l _J_-8~6 ______ METHOD OF DRILLING:--.:.8_"_H;.;;.0=.ll;;:;,;o;:.;wa....aS""t'""e""m;...._A""u..,g,.,e.r _____ _ 140 /! Hammer, 30" Drop LOGGED BY: __ R_._s_. GROUND ELEVATION: __ 3_6_9_± ___ LOCATION: ....... _S_e_e_G_e_o_t_e_c_fi_n_i_c_a_l_,_'ia--'· Pe..-____ _ "" ti w LL. ... :z: t-a. w Q -o -- - 5- -- - - 10- - - - - ~ 0 y; I < d t-Q w "' >-"' 0 w .,J w! cc LL. 0 mw Q, of LL. cc .,J 2 cc.,. w-BORING NO.~ .... ::, a. < ::,z SOIL TEST "' t-:::1 ti) ~w ~~ 3 !!? < -... DESCRIPTION :Ill:: Oz .,J (I) 0 00 .,J :lo a. ffi .,J z ::, KELLY WEIGHT (li,a.) m ::, m 0 !c FILL: Light gray brown sandy SILT, moist --'---------~--1------------------------ Dark brown silty CLAY, moist x 1----+--+--_,_--"+-__ ,.___ ..... ----------------------Maxi:mum Density Direct Shear 58 z Light gray silty fine SAND, moist, medium dense @ 10'-11' rock ~ragment -medium gray fine sandy siltstone with abundant sea shells @ 15', Mixed green to brown CLAY, moist, very stiff Expans.ion . · Particle Si:ze Analysis Atterberg Limits 15-1-1-r--7 .., h __ .... 20"J/ -1£5,5 115.5 Light gray silty fine SAND, l!IOist, -. - 20- - - -- 25- - - - - 30- - --- 35- - - -- 40- JOB NO.: 30085-00 !'-.medium dense TOTAL DEPTH 16' No Water Backfilled 10-14-86 LOG OF BOR1NG B-13 ~ .. ~ I I I I I APPENDIX C Laboratory Testing I I \ I I. I I I I -·I I I- I I I I .I I I I 1. I I I I I I I I I 1- Al,>PENDIX C Labo~atory Testing 1. Classification Soils were classified visually according to the Unified Soil· Classification System. Classifications were supplemented by index tests such as Particle Size Analysis and Atterberg Limits. Moisture content and dry density dete_rminations were made for representative undisturbed samples. Results of moisture-density determinations, together with classifications, are shown on the Logs of Borings, Figures Bl through B13. 2. Particle Size Analysis Particle size analysis, consisting ·of a sieve test, was performed on a representative sample of the site subgrade soils in ac6ordance with ASTM: D 422. Test results are shown on Figures Cl -CS. 3. Atterber~ Limits Atterberg limits tests, consisting of liquid li,mit in accordance with ASTM: D 423 and plastic limit in accordance with ASTM: D 424, were performed on.representative samples of the on-site soils. The test results are presented on Figures Cl -CS. 4. Expansion Expansion tests were performed on representative samples of the on~site soils remolded and surcharged to 144 pounds per square foot in accordance with the Uniform Building Code Standard No. 29-2. The test results are ·summarized in Table C2. I I I. I I I I I I:. I I I I I I. 1:. 5. Sulfate Laborat9ry Testing (Continued) Sulfate tests were performed on representative samples of the on-site soils. The laboratory standard used was CalifornLa 417A. The test results are presented in Table C3. 6. Consolid~tion Consolidation tests were performed on representative undisturbed samples of the underlying soils to help determine compressibility characteristics. The sample was saturated mid-way through the test to simulate possible adverse field conditions. The test results are presented-on Figures C6-C8. 7.. Direct Shear Direct shear strength tests were performed on representative undisturbed and remolded (to 90 percent compaction) samples of the on-site soils. To simulate possible adverse field conditions, the samples were s~turated prior to shearing. A saturated device was used which permitted the samples to absorb moisture while a constant load is applied~ Th~ tests are pre·sented on Figures C9 through Cl 2. 8. Maximum Density/Optimum Moisture Content The maximum dry density/optimum moisture content relationship was determined for typical samples of the on-site soils. Th.e laboratory standard used was ASTM: D 1557-78. The test results are summarized in Table.CZ. 2 ------------------- 6) 0 0 0) 10, i I 0 'O c.. 0 m z 0 :. t-- ,, > lJ -t 0 r-m "' N m > z > r--< "' -"' 1--. .,, 0 I .... G) C ::u rit GRAVEL .SAND COARSE MEDIUM FINE SILT CLAY SIEVE SIZES-U.S. STANDARD a,4 .. 112° . . -. ---100 100 ii j ft! j i h i • i i ; I :a I I j h I I I I I I Ii I I I I I I I I I I I I I I I 114•• 4 10 20 40 100 200 H-4- • 0 11 I 111111111 I I 1111111 fHd 11111111 I I 1111111 I I I 00 80 11 I 1111 11 I I I I I 1111111 II I I H 11111 I I I 11111 I I I I I 80 10 II I 11 I 111 111 I I 1111 I I I II I I I 11 ~ I I I I I 11 I I I I I I I I 10 ~ ~ m 80tt---+--+-+-+-+-t1+-+-++--+--11---++N--1~-+-f+---+---1----11--4~~-1--~-1--~---1---~-f-+-1~-1--f---+----480 m ~ ~ n tt---+--t--HH--tt--+-1~-+--+----+-HH--+--+--++--+---+--,~-1-+-+-++-+--+-+-+---+-----1-+-+-+-+-+-+--+---+----t n m m z z ~ &0tt---+--+-+-+-+-t1+-+++--+---t1---++H-~-+-++--+---+--,1---+-+-1H+--+--+--+--1---1f----+-1--+-+--lf-l---t----+---+-----1&0 ~ ~ ~ > tt----t--t--HH--tt--HH--t------tt----+-+tiH--+--t--+t--+---+--~-l-+-+-t+-+--+-+-+---+-----lf-+-+-t-+-+-+--+---+-----1 > 0 ~ 0 ~ z •o------t-T--r11-t-t-1--------rt-tt--1~-----------1,---t--+--1.-tr-+----+----t---1----+-+-+-+--t-t--1t--t--------•o z G) G) 30 II I 11 I I II 11 I I II 1111 I I I II I I I 11 111 I I I I I 11 I I I I I I · I I ao 20 II I I I I 111 I l r I II I 111 I I 1· II I I I 11 111 I I I I I I I I I I I I I · I I 20 1011 I · I I I I -11 11 I I · II 11 11 I I I 11 -1 I 1 11 I 11 I I I I -I 11 I I I I I I I I 10 0 n , I 1 1 1 11 1 1. 1 . , n I , n 1 1 1 n 1 -J . J I 1 1 11 1 1 . 1 1 . 1 I 1 1 1 1 1 1 1 . 1 I 0 10.0 1.p 0.1 ,. .01 .001 PARTICLE SIZE-MILLIMETERS BORING No.J DEPJ:H (Fl:ET>.I SYMBOL I uaum UMIT I. PLASTICITY INDEX CLASSIFICATION 1 I 5. o I e I 51. 4 I 3 2. o CH HIGH PLASTIC CLAY ---------·-----·-·---- (,I) 0 0 0) °' I 0 0 c.. 0 CD z 0 :. r -0 > ::0 -I 0 r m (J) N m > z > r--< (J) en l ""·· .... .. Ci) C :0 m .. 0 I r.:, .,, m ::u () m z -f .,, > en (I) z G) GRAVEL ·SAND COARSE MEDIUM FINE SILT CLAY SIEVE SIZES-U.S. STANDARD 3/4" 1/2'" 1/4" 4 10 20 40 100 200 100 11 I 111 I II I f I I • 4:....= 1111 I I I II I I I 11111 I I I I I 1111 I I I I I I 100 00 I I 11111111 I I I ITTtHJ I I 1111111 I I I 111111 I I I 1 10 • 0 ~ I It II 11 I I I I I 11 II 111 II I~ I 11111111 I I 1111111 I I I ao " 10 .. \. 10 80 ' ' "II eo m :D n m z 50 50 -f .,, > OJ (I) 40 40 Z G) 30' 30 20 20 10 10 l 0 10.0 1.0 0.1 PARTICLE SIZE-MILLIMETERS BORING NO. I DEPTH (FEET~ [ SYMBOL jUOUID llMITJ P_LA~TICITY INDEX 1 I 10.0 I e I 4'7.8 I 26.7 0 .01 .OQ1 CLASSIFICATION CL' (LOW eLASTIC CLAY) ------------------- (I) 0 0 0) Ot I 0 0 c.. 0 m z 0 1. .,__ "U > lJ -I 0 r m (n N m > z > r -< (n cii i------"'l'I 0 I (I) -Q C :ZJ m .. GRAVEL SAND COARSE MEDIUM FINE StLT CLAY SIEVE SIZES-U.S. STANDARD 3/4" 1/2" 1/4" 4 10 20 40 100 200 100 II I 111111 I tF-f:.J II II 11 I II I I I 111111 I I I I 1111 I I I I I I 100 • 0 1 111 rn HFI l=-itOO Ff l l ll 111 ll I I I HTI 111 I I 180 80 ~ I 1111 11 I I I I I II 11111 tN I 1111111 I I I 1111111 I I I 80 70 11 1 1 1 1 1 11 1 1 1 1 u 1 1 11 1 1 1 11 1 K I I II I I I I I I I I I I I I I I I II I I II Ill I II I I I 111 I I I II I I O ~ " " " • • • " " • • • • • • 70 ~ ~ m eo eo m ~ ~ () \ . () m m z z -t 50 50 -t ~ ~ > > : Ii . . . : z 40 . 40 Z Ci) . . Ci) 30 11 I 11 I I II I I I I 11 1111 I I I II I -I I I I 111 I I I I I 11 I I I I I I I I so 20 II I 111-111 111 I . II 1111 I I I II I I I 11111 I I I I · -I 11 · I I I I I I I· · I 20 10 11 1 1111 11 I I I I 11 11 11 I I I 11 I I . i 111 ii I I I I I 1111 I I I I I I 1° o 11 1 11 1 1 11 1 11. 1 n _ . 11 u. 1 1 1 11 1 1. .1 11 1 11 1 , . 1 1 .1 11 , 1 , 1 1 r I I o 10.0 1.0 0.1 .01 .001 PARTICLE SIZE-MILLIMETER$ ~(!FUN~ N_Q. I_QEP_!H (FEET) I SY'-iBOL I LIQUIP LIMffl PLASTICITY INDEX CLASSIFICATIO.N 2 I 10.0 I • I 48.2 I 2a.2 SC (CL.AVEY SAND) --------·--· --·---·---- Ca> 0 0 CJ) OI I 0 0 C. 0 a, z 0 I, .,_ ,, > lJ -f 0 r m "' N m > z > r -< "' -"' .,__ "Tl .. o I ... Ci) C: :tJ m .. GRAVEL · SAND COARSE MEDIUM FINE SILT CLAY SIEVE SIZES-u.s: STANDARD 1/4' ' 4 10 20 40 100 200 100 II I 111 I II I I I I • ~ • 11 II ttttJ I I 11111 I I I I I 1111 I I I I I I 100 ,o..._--+-++-+-<1-11--+-+-+----11----11----~~-+--+--H--+-~:_-~+•-:-H-H+-+-+-+-1----1f----++++-+--+--+---+--+----1to 801+---+--M-+-11-H--+-+-+--l-----il----...... 11-1--+--+--H----+--+--.f.-llp..-l--+-l~-f--+--+--+---+----+++-+-t-1~f---+---+----t80 ~ 10 11 I 111111 111 I I . 11 1111 I II I I I fl.J 111 I I I I 11111 I I I I I 10 ~ .4 ~ m eo eo m :tJ :tJ n n m m z z ~ 60 60 ~ ~ ~ > > 0 ~ 0 ~ i~ ' ~i Q Q 30 II I 111111 111 I II 1111 I I I II I I I 11111 I I I I I 1111 I I I I I I ao 20 11 I 111, I 11 111 I 11 II II I I I 11-I I I 11111 I I I I I 1111 1 · I I I I · I 2° 10 11 1 -1111 11 I i:I I · 11 11 11 .. I I I ii I I i' 111 ii I I I I I 1111 · I I I I I I 10 oil I jlllll 111 I II 1111111·11 I. I I 1111111 I I I 1111111 I I lo 10.0 . 1~0 0.1 .Cl --. ,1 PARTICLE SIZE;-MILLIMETERS BORING NO, I DEPTH (FEET) I SYMBOL I LIQUID LIMIT I PLASTICITY INDEX ClASSIFIC~TION 1 t .I 1 o. o I e I 5 9. 3 I 3 5. a CH_ (HIGH_ PLASTl·C CLAY) --------------------- ,Cl> 0 0 0) CJI I 0 0 c..•· 0 m z P. ~ .,, > lJ -t 0 r-m (/) N m > z > ,- -< (/) <ii i.-"11 0 I CJI G) C ::D m .. GRAVEL SAND COARSE MEDIUM FINE SILT CLAY SIEVE SIZES-U.S. STANDARD 1/4' ' 4 10 20 40 100 200 10 100 II I 111111 It I I • ~ I q+ffjj I II I I I 1111 I I I I I I 111 I I I I I I I 100 00 ~ I 11111111 I I 111111 l+l I I 1111111 I I I 111111 I I I I 00 10 ~ i 11 TT i l i I I I Hi 111 11 I \l i l f I If 1 fl I 7 711 l l T l I I . I 10 t\ 70 .. • , • .• • .. • • • • • , 1 11 1 1 1 11 1 1 \ I I 111 I I I I I I I I I I I I I I 170 11 1 . 1 , 1 , 11 , 1 1 , a 1111 , 1 1 11 r 1 4 L, , . ,. • • . . . . . . . . . . . . . ~ . 1\ ~ m eo , eo m ~ -~ n n m l m z z ~ 50 \ 50 ~ ~ ~ > . > en en en · . en ~~ ~~ Q Q so II I 111111 111 I . ll 1111 I I I II I I I 11111 I I I I I 111 I ·1 I I I I I so 20 II I 111111 111 I II 111111 .~ II I I I 11111 I I I I I I 1-1 I I I I I I I 2° 10 11 1 1111 11 I I I I · ·11 11 11 I I I 11 I I i 111 ii I I I I I 1111 I I I I I I 1° o II I · I ' I ) II I I I I II I J IJ I I I II · I . ! I I' I I II I I ) I I I. I I I I , . I I . I I O 10.0 1.0 0.1 .01 .001 PARTICL:E SIZE-MILLIMETERS SORIN~ .NQ. j DEPJ:H JFE~T) j ~JMBOL I LIQUID LIMIT I P~ASTICITY INDl;:X CLASSIFiCATION 13 I s.o ·1 e I 43.2 I 22.4 SC (CLAYEY SAND) I I I I I I I I I I I I I I I I 1· I I ~ (I) a. ..... :x: ... C, z w 4000 3000 a: 2000 ... (I) C, z i:c < w :x: "' :x: ... C, z w 1000 4000 3000 a: 2000 ... ti) C, z i:c < w :x: "' BORING DEPTH ,COHESION, ANGLE OF SAMPLE DESCRIPTION NO. (FEET) (PSF) FRICTION,o 1 40.0 SILTSTONE ' STRENG THS EXCE eo· MAXIMU M CAPACll Y OF ·TES' ING EQUIP TMENT 1000 2000 3000 4000 5000 6000 · NORMAL LOAD (PSF) BORING DEPTH COHESION, ANGLE OF SAMPLE DESCRIPTION NO. (FEET) (PSF) FRICTION·O 2 5.0 976 21 YELLOW GRAY SILTSTONE ,, _,,,. ~ ~ 0 ~ ~ ~ 1000 ~ 1000 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) JOB NO.: 30065-00 SHEARING STRENGTH TEST FIGURE: C-6 '~-TM, I I I I I I I I I I I I I I I I I I ::c I-C, z w 4000 3000 a: 2000 I-v, C, ~ a: < w ::c (I) ~ (I) a. ... ::c ·I-C, z w 1000 4000 3000 a: 2000 1-(1) C, z i < w ::c ,,, 1000 BORING DEPTH NO. (FEET) 2 12.0 /' 1000 BORING DEPTH NO. (FEET) 8 4.0 V 0o 1000 JOB NO.: 30065-00 COHESION, ANGLE OF SAMPLE DESCRIPTION . (PSF) FRICTION,0 300 38 GRAY-BROWN CLAY / / •· / 1/ '• v .. ' 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) COHESION, ANGLE OF SAMPLE DES.CRIPTION (PSF) FRICTION° 150 27 GRAV BROWN SILTY CLAY / / V ~ / / ~ ; . 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) SHEARING STRENGTH TEST FIG.URE: .C-7 I I I I :I I I I I I I I I I I I I I I :J: ... C, z w 4000 3000 a: 2000 ... BORING DEPTH NO. (FEET) e 15.0 COHESION, ANGLE OF SAMPLE DESCRIPTION (PSF) FRICTION,o 426 38 DARK BROWN SILT . 4 V / / ' / V "' C, ! a: < w :J: / • ) a, :J: ... C, z w 1000 4000 3000 a: 2000 ... "' 1/ 1000 BORING DEPTH NO. (FEET) 10 6.0 .. 2000 3000 4000 5000 NORMAL LOAD (PSF) COHESION, ANGLE OF SAMPLE DESCRIPTION (PSF) FRICTION.o 200 36 BROWN SILTY SAND / V V • / C, ! a: < w :J: a, 1000 / ~ V ' 0o 1000 2000 3000 4000 5000 NORMAL LOAD (PSF) JOB NO.: 30065-00 SHEARING STRENGTH TEST FIGUR:E: 6000 6000 I I I ,1 I I I I I I I I I I I I I I I ::z: ... C, z w 4000 3000 a: 2000 ... BORING DEPTH NO. (FEET) 10 12.0 .. COHESION, (PSF) ANGLE OF FRICTION,0 SAMPLE DESCRIPTION 250 38 BROWN SILTY CLAY ' / /4 • / - 0 / ) -"' C, ! a: < w ::z: 0) 1000 V V V' 1000 BORING DEPTH NO. (FEET) 13 3.0 4000 -LI;. "' Q. ... ::z: ... C, z w 3000 :: 2000 0) C, ! a: < w ::z: "' 1000 ~· . 0o 1000 JOB NO.: 30065-00 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) COHESION, ANGLE OF SAMPLE DESCRIPTION (PSF) FRICTIONo 400 23 BLACK CLAY ~ ~ ~ ~u 4 ~ 2000 3000 4000 500.0 6000 NORMAL LOAD (PSF) SHEARING STRENGTH TEST FIGURE: C-9 I I I BORING NO. DEPTH (FEET) SYMBOL 1 5.0 • EXPLANATION FIELD MOISTURE ----------SAMPLE SATURATED I 1--------1------+------I --------REBOUND I I I I I. I I I I I I I I I .... -3.0 · .... z 0 "' 2.0 z < a. X w 1.0 0 1.0 2.0 3.0 .... -4.0 .... z 0 ~ 5.0 e ...I 0 "' z 6.0 0 (,) 7.0 8.0 9.0 10.00 0 .,. o o o ·o 0 0 0 0 N l'> "It IO JOB NO.: 30065-00 0 0 0 .,. 0 0 0 0 0 0 0 0 0 0 0 0 N (') • .,, NORMAL LOAD (PSF) ,0 0 0 0 .,. I LOAD CONSOLIDATION TEST 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (\I (') • .,, FIGURE: 0 0 0 ·o 0 ... C-10 I I I I I I I I I I I I I I I I I I I .... 3.0 ii, .... z g 2.0 "' z < A. X w 1.0 0 1.0 2.0 3.0 .... ii, 4.0 .... z 0 -I-< 5.0 e .., 0 "' z e.o 0 () 7.0 8.0 9.0 10.00 0 .... BORING NO. DEPTH (FEET) SYMBOL 4 1 o. 0 0 0 0 0 0 0 0 0 N (I) ..,.u, 0 0 0 .... • \ . \ 0 0 0 0 0 0 0 0 0 0 0 0 N (I) .... II) \ NORMAL LOAD (PSF) EXPLANA'T'ION FIELD MOISTURE SAMPLE SATURATED REBOUND 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "' ('I) .... 10. JOB NO.: 30065-00 I LOAD CONSOLIDATION TEST FIGURE: c-11 0 0 0 0 0 .... I I I BORING NO. DEPTH (FEET) SYMBOL 12 6·.0 • EXPLANATION FIELD MOISTURE ----------SAMPLE SATURATED I 1------1-------1---~ ----__ __,__REBOUND I I I I I I. I I I I I I I I I z Q "' z < a. X w 1.01---------..---------........ --+----+-----l---+--+-~--------+------i--+---4-+--i-+-I -01----+--~11:-c-,~ ~-. t- r--.. -·--· t---.._ ~ ll • 1~r-----._ . "-...:,.. z 0 ~ C ..J 0 "' z 0 () 1.01-----+---+--+---+-+--+-<1-+-+--_:::,--=---+---+----+--l~-+-+-+--+----+-~-+----l--'l-+-+-+-+-I . ----', ~r----", 171 2.011-----+---+--+--+-+-+-t-++--------+----+---+---i--+-+-+-+-+-----+-------+---lf---+---l-+--+-+-i 3.0i---------..---------....... ---+----+---t---+--t--+-+--+-----------1---+---li--+---4---1-,-i-+-1 4.oi------------...-11-1--+----....... --+----+---1--l---+--'~-----....... ------1---1--+-~ 6.01-----+---+--+--+-+-~t-++----+----'-+--+---i--+-+-+-+-+----+---+---ll--+---l-+-+-+-I 1.01-----+---+--+---+-+--+-41-+-+------1---1----+---l---+---l-+-+--+-----1---~--l-~----l--+-+--I s.01-----+----+---+---+-+--+-l--+-+-----+---+--+---+-+--+-+-1--+----+---+----1-1--1--+-+-+-1 e.01-----+---+---1----+-+-......--1......+-+------1---1---+---1--+--1-+-+--1----.......j..---1--~1---~--1--~ 10-00.._ __ -::!:o:--~o-o""--'-o--'-....l..,,j...,_o~..,....--01..-~o-'""o--'o"""· -'--~..J....1.o __ __,,_o.1..--o~...Jo1.-..01.....1--L-..1., ~-o 0 0 000 0 0 000 0 0 000 0 .-CII C') ... IO O O 000 0 0 000 0 .-CII C') ... U) 0 0 000 0 ,.. CII C') ..-u, 0 ... NORMAL LOAD (PSF) JOB NO.: .30065-00 I LOAD CONSOLIDATION TEST FIGURE:.' - C-12 -~- I I I. I I ;I I I I: I I I I I I. :1 I: I 1:. TABLE C-1 RESULTS OF MOISTURE-DENSITY T"EST MAXIMUM ASTM: D-1557 Sample Maximum Moisture Maximum Dry Location (%) Density (pcf) B2 B6 B10 B13 @ 12 I 12.9 119.0 @ 4' 1 2. 3 119.3 @ 12' 11 • 1 122.0 @ 3' 1 7. 0 108.2 TABLE C-2 . RESULTS OF EXPANSION TESTS Sample Location Expansion Index B-1 @ 2' 74.0 . B-2 @ 2' 86.0 B-13 @ 3' 130.0 TABLE C-3 RESULTS OF SULFATE TESTS Sample Location Sul fate· Contents B-3 @ 2' 244 B-10 @ 2' 1607 B-12 @ 2' ·1796 TABLE C-4 RESULTS OF R-VALUE TEST California Test Method #301 Sample Location "R" Value B-1 @ 5' <S PPM Job No. 30065-00 November·1986 1· I I- I- I I I I Ii I I I I I I- I I: I I: APPENDIX D Standard Guidelines For Grading I I I I I I ·1 I ·1 I I I I I I I I I I 1 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. STANDARD GUIDELINES, FOR GRADING PROJECTS TABLE OF CONTENTS GENERAL • • • • • • • • • • • • • • • • • • • • • DEFINITION OF TERMS ••••••••••••••• OBLIGATIONS OF PARTIES •••••• SITE PREPARATION ••••••••• SITE PROTECTION •••••••••• . . . . . . . . . . . . . . EXCAVATIONS • . • . • • • • • • • • • • • • • • • 6.1 UNSUITABLE MATERIALS ••••••••• 6.2 CUT SLOPES 6.3 PAD AREAS COMPACTED FILL 7.1 PLACEMENT 7.2 MOISTURE . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . 7.3 FILL MATERIAL 7.4 FILL SLOPES •• 7.5 OFF-SITE FILL. DRAINAGE • • • • • • STAKING ••••••• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . SLOPE MAINTENANCE .............. . 10.l LANDSCAPE PLANTS ............ . 10.2 IRRIGATION ...........•...•. 10.3 MAINTENANCE . • •............ 10.4 REPAIRS . . . . . . . . . ~ . . . . . . . TRENCH BACKFILL •••• STATUS OF GRADING •. . . ,. . . . . . . . -· . . . ,. .. . •-. . . . . . Page 1 1 5 6 7 9 9 9 10 10 11 13 13 15 17. 18 18 19 19 19 20 20 20 22 I I 1. I I I I I Ii I I 1. 2. STANDARD GUIDELINES FOR GRADING PROJECTS GENERAL 1.1 The guidelines contained herein.and the standard details attached hereto represent this firm's standard recommendations for grading and other ·aE;isociated operations on construction projects. These guidelines· should be considered a portion of the project specifi- cations. 1.2 All plates attached hereto shall be considered as part of these guidelines. 1.3 The Contractor should not vary from these guidelines without prior recommendation by the Geotechnical Consultant and the approval of the Client or his authorized representative. Recommenqation by the Geotechnical Consultant and/or Client should not be considered to preclude requirements for approval by the controlling agency prior to the execution of ·any changes. 1.4 These Standard Grading Guidelines and Standard Details may be modified and/or superseded by recommendations contained in the text of the preliminary geotechnical report and/or subsequent reports. 1.5 If disputes arise out of the interpretation of these grading guidelines or standard details, the Geotechnical Consultant shall provide the governing interpretation. DEFINITIONS OF TERMS 2.1 2.2 2.3 2.4 2.5 ALLUVIUM --Unconsolidated detrital deposits resulting from flow of water, including sediments deposited in river beds, canyons, flood plains, lakes, fans at the foot of slopes and estuaries; AS-GRADED (AS-BUILT) --The surface and subsurface· conditions at completion of grading. BACKCUT --A temporary construction slope at the rear of earth retaining structures such as buttresses, shear keys, stabilization fills or retai{ling walls. BACKDRAIN --Generally a pipe qnd gravel or similar drainage system placed behind earth retaining structures such buttresses, stabilization fills, and retaining walls. BEDROCK --A more or less solid, relatively undisturbed rock in place either at the surface or bene.ath superficial deposits of· soil. I· I I. I I I I I I I I I Standard Guidelines for Grading Projects Page 2 2.6 BENCH --A relatively level step and near vertical rise excavated into sloping ground on which fill is to be placed. 2.7 BORROW (Import) --Any fill material hauled to the project site from off-site areas. 2.8 BUTTRESS FILL --A fill mass, the configuration of which is designed by engineering calculations to retain slope conditions containing adverse geologic featur·es. A buttress is generally specified by minimum key width and depth and by maximum-backcut angle. A buttress normally contains a backdrainage system. 2.9 CIVIL ENGINEER --The Registered Civil Erigineer Or consulting firm responsible for preparation of the grading plans, surveying and verifying as-graded topographic conditions. 2 .. 10 CLIENT --The Developer or his authorized repres.en- tative who is chiefly in charge of the project. He shall have the responsibility of reviewing the findings and recommendations made by the Geo-technical Consultant and shall authorize the Contra.ctor anq/or other consultants to perform work. and/or provide services. 2.11 COLLUVIUM --Generally loose deposits usually found near the base of slopes and brought there chiefly by gravity through slow continuous downhill creep (also see Slope Wash). 2.12 COMPACTION --Is the densification of a fill by mechanical means. 2.13 CONTRACTOR --A person or company under contract or otherwise retained by the Client to perform demoii- tion, grading and other site improvements. 2.14 DEBRIS --All products of clearing, grubbing, demoli- tion, contaminated soil material unsuitable for reuse as compacted fill and/or any other mater~al so designated by the Geotechnical Consultant. 2.15 ENGINEERING GEOLOGIST --A Geologist holding a valid certificate of registration in the specialty of Engineering Geology. 2.16 ENGINEERED FILL --A fill of which the Geotechnical Consultant ·or his representative, during grading, has I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 3 made sufficient tests to enable him to conclude that the fill has been placed in substantial compliance with the recommendations of the Geotechnical Consultant and the governing agency requirements. 2.17 EROSION --The wearing away of the ground surface· as a result of the movement of wind., water, and/or ice. 2.18 EXCAVATION --The mechanical removal of earth. materials. 2.19 EXISTING GRADE --~he ground surface configuration, prior to grading. 2.20 FILL --Any deposits of soil, rock, soil-rock blend·s or other similar materials placed by man. 2.21 FINISH GRADE --The ground surface configuration at which time the surface elevations conform to the approved plan. .2.42 GEOFABRIC --Any engineering textile utilized in g.eotecnnical applications including subgrade stabilization and filtering. 2.23 GEOLOGIST --A representative of the Geotechnical Consultant educated and trained in the field of geology. 2.24 GEOTECHNICAL CONSULTANT..--The Geotechn-ical Engineering and Engineering Geology consulting firm retained to provide technical services for the project. For the purpose of t·hese specifications, observations by the Geotechnical Consultant include observations by the Soil Engineer, Geotechnical Engineer, Engineering Geologist and those performed by persons employed by and responsible to the Geotechnical Consultants. 2.25 GEOTECHNICAL ENGINEER --A licensed Civil Engi~eer who . applies scientific methods, engineering principles and professional experience to the acquisition, interpre- tation and use of knowledge of materials of the earth's crust for the evaluation of engineering problems. Geotechnical Engineering encompasses many of the engineering aspects of soil mechanics, rock mechanics, geology, g~ophysics, hydrology ~nd related sciences. 2.26 GRADING --Any operation consisting of excavation, I I I. I I I I I 11 I I I I I I. Standard Guidelines for Grading Projects Page 4 2.27 2.28 2.29 2.30 2.31 2.32 2.33 2.34 2.35 2.36 2.37 2.38 filling or combinations thereof and associated operations. · LANDSLIDE DEBRIS --Material, generally porous and of low density, produced from instability of natural of man-made slopes. MAXIMUM DENSITY --Standard laboratory test for maximum dry unit weight. Unless otherwise specified, the maximum dry unit weight shall be determined in accordance with ASTM Method of Test D 1557-78. OPTIMUM MOISTURE --Test moisture content at the· maximum density. RELATIVE COMPACTION --The degree of compaction (expressed as a percentage) of dry unit weight of a material as compared to the maximum dry unit weight of the material •. ROUGH GRADE --The ground surface configuration at which time the surface elevations approximately conform to the approved plan. SITE --The particular parcel of land where grading .is being performed. · SHEAR KEY --Similar to buttress, however, it is generally constructed by excavating a slot witbin a natural slope in order to _stabilize the upper portion of the slope without grading encroaching into .the lower portion of the slope. SLOPE --Is an inclined ground surface the steepness of which is generally specified as a ratio of horizontal: vertical (e.g., 2:1). · SLOPE WASH --Soil and/or rock material that has been transported down a slope by mass wasting as·sisted by runoff water not confined by channels (also see Colluvium). SOIL --Naturally occurring deposits of sand, silt, clay, etc., or combinations thereof. SOIL ENGINEER --Licensed Civil Engineer experienced in soil mechanics (also see Geo·technical Engineer). STABILIZATION FILL --A fill mass, the configuration of which is typically related to slope height and is. I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 5 3. specified by the standards of practice for enhancing the stability of locally adverse conditions. ~ stabilization fill is normally specified by minimum key width and depth and.by maximum backcut angle. A stabilization fill may or may not have a backdraincrge system specified. 2.39 SUBDRAIN --Generally a pipe and gravel or similar drainage system placed beneath a fill in the ali.gnment of canyons or former .drainage channels. · 2.40 SLOUGH --Loose, noncompacted fill material generated during grading operations. 2.41 TAILINGS --Nonengineered fill which acc~mulates on or adjacent to equipment haul-roads. 2.42 TERRACE --Relatively level step constructed in the face of graded slope surface for drainage control and maintenance purposes. 2.43 TOPSOIL --The presumably fertile upper ~one of soil which is usually darker in color and loose. 2.44 WINDROW --A string of large rock buried within engineered fill in accordance with guidelines set forth by the Geotechnical Consultant. OBLIGATIONS OF PARTIES 3.1 The Geotechnical Consultant should provide observation and testing services and should make evaluations in order to advise the Client on geotechnical matters. The Geotechnical Consultant should report his findings and recommendations to the Client or his authorized · representative. 3.2 The Client should be chiefly responsible for all aspects of the project. He or his authorized representative has the responsibility of reviewing the findings and recommendations of the Geotechnical Consultant. He sha11· authorize or cause to have authorized the Contractor and/or other consultants to perform work and/or provide services. During grading the Client or his authorized representative should remain on-site or should remain reasonably accessible to all concerned parties in order to make decisions necessary to maintain the flow of the project. I I I. I I I I I I I I I. Standard Guidelines for Grading Projects Page 6 4. 3.3 The Contractor should be responsible for the safety of the project and satisfactory completion of all grading and other associated operations on construction projects, including but not limited to, earthwork in accordance with the project plans, specifications·· and controlling agency requirements. During grading, the Contractor or his authorized representative should remain on-site. Overnight and on days off, the Contractor should remain accessible. SITE PREPARATION 4.1 The Client, prior to any site preparation or grading, should arrapge and attend a meeting among the Grading Contractor; the Design Engineer, the Geotechnical · Consultant, representatives of the appropriate governing authorities as weil as anyother concerned parties. All parties should be given at least 48 hours notice. 4.2 Clearing and grubbing should consist of the removal of vegetation such as brush, grass, woods, stumps, trees, roots of trees and otherwise deleterious natural materials from the areas to be graded •. Clearing and grubbing should extend to the outside of all proposed excavation and fill areas. · · 4.3 Demolition should include removal of buildings, structures, foundations, reservoirs, utilitles (including underground pipelines, septic tanks,. leach fields, . seepage pits, cisterns, mining shafts, tunnels, etc.) 4.4 4.5 and othe-r man-made surface and subsurface improvements from the areas to be graded. Demolition of utilities should include proper capping and/or re-routing pipe~ lines at the project perimeter and cutoff and capping of wells in accordance with the requirements of the governing authorities and the recommendations of the Geotechnical Consultant at the time of demolition .• Trees, plants or man-made improvements not planned to be removed or demolished s~ould be protected by the_ Contractor f-rom damage or injury. · Debris generated during clearing, grubbing and/or demolition operations shquld be wasted from areas to be graded and disposed off-site. Clearing, grubaing and demolition operations should be performed under the observation of the Geotechnical Consultant. I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 7 4.6 The Client or Contractor-should obtain th~ required approvals from the controlling authorities for the project prior, during and/or after demolition, site preparation and removals, etc. The appropriate_ approvals should be obtained prior to proceeding with grading operations. 5. SITE PROTECTION 5.1 Protection of the site during the period of grading should be the responsibility of the Contractor. Unless other provisions are made in writing and agreed upon among the concerned parties, completion of a portion of the project should not be considered to preclude that portion or adjacent areas from the requirements for site protection until such time as the entire project is complete as identified by the Geotechnical Consultant, the Client and the regulating agencies. 5. 2 The Contractor should be r_esponsible for the stability of all temporary excavations. Recommendations by the Geotechnical Consqltant pertaining•to temporary exca- vations (e.g., backcuts) are made in consideration of stability of the completed project and, therefore, should not be considered to preclude the respon- sibilities of the Contractor. Recomrnendati:ons by the Geotechnical Consultant should not be considered to preclude more restrictive requirements by the regulating agencies. 5. 3 Precautions should be taken during the perforrnan'ce of site clearing, excavations and grading to protect the work site from flooding, ponding or inundation by poor or improper surface drainage. Temporary provisions should be made during the rainy season to adequately direct surface drainage away irom and off the work site. Where low areas cannot be avoided, pumps should be kept on hand to continually remove water during periods of rainfall. 5.4 During periods of rainfall, plastic sheeting should be kept reasonably accessible to prevent unprotected slopes from becoming saturated. Where necessary during periods of rainfall, the Contractor should install checkdams, desilting basins, riprap, sand bags or other devices or methods necessary to control erosion and provide safe conditions. · I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 8 5.5 During periods of rainfall, the Geotechnical Consultant should be kept informed by the Contractor as to the nature of remedial o+ preventative work being performed (e.g., pumping, placement of sandbags or plastic sheeting, othet labor, dozing, etc.). 5.6 Following periods of rainfall, the Contractor should contact the Geotechnical Consulta,nt and arrange a walk-over of the site in order to visually assess rain related damage. The ,Geotechnica+ Consultant may also recommend excavations· and testing in order to aid in his assessments. At the request of the Geotechnical Consultant, the Contractor shall mak.e excavations in order to evaluate the extent of rain related damage. 5.7 Rain related damage should be considered to include, but may not be limited to, erosion, silting, satura- tion, swelling, structural distress and other adverse conditions identified by the Geotechnical Consultant. Soil adversely affected should be classified as Unsuitable Materials and should be subject to over- excavation and replacement with compact~d fill or oth~r remedial grading as recommended by the Geotechni.cal · Consultant. 5.8 Relatively level areas, where saturated soils and/or erosion gullies exist to depths of greater than 1.0-foot, should be overexcavated to unaffected, competent material. Where less thap 1.0-foot in depth, unsuitable materials may be processed in-place to achieve near optimum moisture conditions., then thoroughly recompacted in accordance with the appli- cable specifications. If the desired results are not achieved, the affected materials should be over- excavated, then replaced in accordance with the applicable specifications~ 5.9 In slope areas, where saturated soil and/or erosion gullies exist to depths of greate·r than 1. o--foot, they should be overexcavated and replaced as compacted fill in accordance with the applicable specifications. Where affected materials exist to depths of 1.0-foot or less below proposed finished grade, remedial grading by moisture conditioning in-place., followed by thorough recompaction in accordance with the applicable grading guidelines herein may be attempted. If the desired results are not achieved, all affected materials should be overexcavated and replaced as compacted f i 11 in accordance with the .slope repc'l.ir I I 1. I I I I: I I I I I I 1~ Standard Guidelines for Grading Projects Page .9 6. recommendations herein. As field conditions dictate, other slope repair procedures may be recommended by the Geotechnical Consultant. EXCAVATIONS 6.1 6.2 UNSUITABLE MATERIALS 6.1.1 Materials which are unsuitable should be excavated undez: observation and recommendations of the Geotechnical Consultant. Unsuitable materials include, but may not be limited to, dry, loose, soft, wet, organic compres'Sible natural soils and fractured, weathered, soft bedrock and nonengineered or otherwise deleterious fill materials. 6.1.2 Material identified by the Geotechnical Consultant as unsatisfactory due to its moisture conditions should be overexcavated, watered or dried, as needed, and thoroughly blended to a uniform near optimum moisture condition (as per guidelines reference 7.2.1) prior to placement as compacted fill. CUT SLOPES 6.2.1 Unless otherwise recommended by the Geotechnical Consultant and approved by the regulating agencies, permanent cut slopes should not be steeper than 2:1 Chorizontal:vertical). 6.2.2 If excavations for cut slopes expose loose, cohesionless, significantly fractured or other- wise unsuitable material, overexcavation and replacement of the unsuitable materials with a compacted. stabilization fill should be accomplished as recommended by the Geotechnical Co.nsultant. Unless otherwise specified by the Geotechnical Consultant, stabilization fill construction should conform to the requirements of the Standard Details. 6.2.3 The Geotechnical Cons.ultant should .i;-eview cut slopes during excavation. The Geotechnical Consultant should be notified by the contractor prior to beginning slope excavations •. 6.2.4 If, during the course of· grading, adverse or potentially adverse geotech'nical conditions are I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 10 7. encountered which were not anticipated in the preliminary report, the Geotechnical Consultant should explore, analyze and make recommendations to treat these problems. 6.2.5 When cut slopes are made in the direction of the prevailing drainage, a non~erodible diversion swale (brow ditch) should be provided at the top-of-cut. 6 • 3 PAD AREAS 6.3.l All lot pad areas, including side yard terraces, above stabilization fills or buttresses should be overexcavated to provide for·a minimum of 3-feet (refer to Standard Details) of compacted fill over the entire pad area. Pad areas with both fill and cut materials exposed and pad areas containing both very shallow (less than 3-feet) and deeper fill should be overexcavated to provide for a uniform compacted fill blanket with a minimum of 3-feet in thi·ckness (refer to Standard Details). Cut areas exposing signifi- cantly varying material types should also be overexcavated to provide for at least a 3-foot thick compacted fill blanket. Geotectlnical conditions may require greater depth of over- excavation. The actual depth sh6ulcl. be delinea;ted by the Geotechnical ConsUltan:t during grading. 6.3.2 For pad areas created above cut or natural slopes, positive drainage should be esta·blished away from the top-of-slope. This may be accomplished utilizing a berm and/or an appropriate pad gradient. A gradient in soil areas away from the top-of-slopes of 2 percent or greater is recommended. COMPACTED FILL All fill materials should be compacted as specified below or by other methods specifically recommended by the Geotechnical Consultant. Unless otherwise specified, the minimum degree of compaction (relative compaction) should be 90 percent of the laboratory maximum density. 7 • l PLACEMENT 7 .1.1 Prior to placement of compacted fill,. the· Contractor should request a review by the I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 11 Geotechnical Consultant of the exposed ground surface. Unless otherwise recommended, the exposed ground surface should then be scarified (6-inches minimum), watered or dried as needed, thoroughly blended to achieve near optimum moisture conditions, then thoroughly compacted to a minimum of 90 percent of the maximum density. The review by the Geotechnical Con·sultant should not be considered to preclude requirement of inspection ~nd approval by the governing a,gency. V . . 7.1.2 Compacted fill should be placed in thin horizontal lifts not exceeding a-inches in loose thickness prior to compaction. Each lift should be watered or dried as needed, thoroughly blended to achieve near optimum moisture conditions then thoroughly compacted by mechanical methods to a minimum of 90 percent of laboratory maximum dry density. Each lift should be treated in a like manner until the desir~d finished grades are achieved. 7 .1. 3 The Contractor should have sui ta-ble and sufficient mechanical compaction equipment and watering apparatus on the job site to handle the amount of fill being placed in consideration of moisture retention properties of tbe materials. If necessary, excavation equipment should be "shut down" temporarily in orqer tb permit proper compaction of fills. Earth moving equip- ment should only be considered a supplement and not substituted for conventional compaction equipment. 7.1.4 When placing fill in horizontal lifts adjacent to areas sloping steeper than 5:1 (horizontal: vertical), horizontal keys and vertical benches should be excavated into the adjacent slope area. Keying and benching should be sufficient to provide at least 6-foot wide benches and a minimum. of 4-feet of vertical bench height within the firm natural ground, firm bedrock or engineered compacted fill. No compacted.fill should be placed in an area subsequent to keying and benching until the area has been reviewed by the Geotechnical Consultant. Material gener.ated by the benching operation should be moved · sufficiently away from the bench area to allow for the recommended review of the horizontal· I I I. I I I I I I I· I I. I I: I I,> Standard Guidelines for Grading Projects Page 12 bench prior to placement of fill. Typical keying and benching details have been included within the accompanying Standard Details. 7.1.5 Within a single fill area where grading proce- dures dictate two or more separate fills, temporary slopes (false slopes) may be created, When placing fill adjacent to a false slope, benching should be conducted in the same manner as above described. At least a 3-foot vertical bench should be established within the firm core of adjacent approved compacted fill prior to placement of additional fill. Benching should proceed in at least 3-foot vertical increments until the desired finished grades are achieved. 7.1.6 Fill should be tested fot compliance with the recommended relative compaction and moisture conditions. Field density testing should con- form to ASTM Method of Test D 1S56-64, D 2922-78 and/or D 2937-71. Tests should be provided for about every two vertical feet or 1,000 cubic yards of fill plac~d. Actual test interval may vary as field conditions dictate. Fill found not to be in conformance with the grading recom~ mendations should be removed or otherwise handled as recommended by the Geotechnical Consultant. 7.1.7 The Contractor should assist the Geotechnical Consultant and/or his representative by gigging test pits for removal determinations and/or for testing compacted fill. 7.1.8 As recommended by the Geotechnical Consultant, the Contractor should "shut down" or remove grading equipment from an area being tested. 7.1.9 The Geotechnical Consultant should maintain a plan with estimated locations of field tests. Unless the client provides for actual surveying of test locations, the estimated locations by the Geotechnical Consultant should only be considered rough estimates a·nd should not be utilized for the purpose of preparing cross sections showing test locations or in any case for the purpose of after-the-fact evaluating of the sequence of fill placement. I I I I I I I I I I I I I I I 1, I I I Standard Guidelines for Grading Projects Page 13 7.2 7.3 MOISTURE 7.2.l For field testing purposes, "near optimum" moisture will vary with material type and other factors including compaction procedure. "Near optimum" may be specifically recommended in Preliminary Investigation Reports and/or may be evaluated during grading. 7.2.2 Prior to placement of additional compacted fill- following an overnight or other grading delay, the exposed surface or previously compacted ;fill should be processed by scarification, watered or dried as needed, thoroughly blended to near- optimum moisture conditions, then recompacted to a minimum of 90 percent of laboratory Irtaximum dry density. Where wet or other dry or other unsuitable materials exist to depths of greater. than one foot, the unsuitable materials should be overexcavated. 7.2.3 Following a period of flooding, rainfall or overwatering by other means, no additional f.ill should be placed until damage assessments have been made and remedial grading performed as described under Section 5.6 herein. FILL MATERIAL 7.3.1 Excavated on-site materials which are acceptable to the Geotechnical Consultant may be utilized as compacted fill, provided trash, vegetation and other deleterious materials are removed prior to placement. 7.3.2 Where import materials are required f9r use on-site, the Geotechnical Consultant should be notified at least 72 hours in advance of importing, in order to sample. and test materials from proposed borrow sites. No import materials should be delivered for use on-site without prior sampling and testing by Geotechnical Consultant. 7.3.3 Where oversized rock or similar irreducible· material is generated during grading, it is recommended, where practical, to waste such material off-site or on-site in areas I I 1. I I I I I I I I I Standard Guidelines for Grading Projects Page 14 designated as "nonstructural rock 'di$posal areas". Rock placed in disposal areas should be placed with sufficient fines to f'ill void's. The rock should be compacted in iifts to an unyielding condition. The disposal area should be covered with at least three feet of compacted fill which is free of oversized material. The upper three feet should be placed in accordance with the guideline~ for c.ompacted fil~, herein. 7.3.4 Rocks 12 inches in maximum dimension and smaller may be utilized within the compacted fill, provided they are placed in such a manner that nesting of the rock is avoided. Fill should be placed and thoroughly compacted over and around all rock. The amount of rock should not exceed 40 percent by dry weight passing the 3/4-inch sieve size. The 12-inch and · 40 percent recommendations herein may vary as· field conditions dictate. 7.3.5 During the course of grading operations~ rocks or similar irreducible materials greater than 12-inches maximum dimension (oversized . material) may be generated. These rocks should not be placed within the compacted fill unle·ss placed as recommended by the Geotechnical Consultant. 7.3.6 Where rocks or similar irreducible materials of greater than 12 inches but less than four feet of maximum dimension are generated during grading, or otherwise desired to be placed within an engineered fill, special handling in accordance with the accompanying Standard Details is recommended. Rocks greater than· four feet should be broken down or disposed Qff-si te. Rocks up to four f·eet maximum dimension should be placed below the upper 10 feet of any fill and should not be closer than 20-feet to any slope face. The,se recommendations could vary as, locations of improvements dictate. Where practical, oversized material should not be placed below areas where structures or deep utili tie.s are proposed. Oversized material·should be placed in wind~ows on a clean, overexcavated or unyielding compacted fill or firm natural I I I. I I I I I I: I I I I Standard Guidelines for Grading Projects Page 15 7.4 ground surface. Select native or imported granular soil (S •. E. 30 or higher) should be placed and thoroghly flooded over and around all windrowed rock, such that voids a.re filled. Windrows of oversized material should be staggered so that sucessive strata of oversiz.ed material are not in the same vertical plane. 7.3.7 It may be possible to dispose of. individual larger rock as field conditioris _dictate and as recommended by the Geotechnical Consultant at the time of placement. · 7.3.8 Material that is considered unsuitable by the Geotechnical Consultant should not be utilized in the compacted fill. 7.3.9 During grading operations, placing and mixing the materials from the cut and/or.borrow areas may result in soil mixtures which possess unique physical prope~ties. Testing may be required of samples obtained directly from the fill areas in order to verify conformance with the specifications. Processing_ of these additional samples may take two or more working days. The Contractor may elect.to move the operation to other areas within the projecti or may continue placing compacted fill pending laboratory and field test results. Should he elect the second alternative, fill placed is done so at the Contractor's risk. 7.3.10 Any fill placed in areas not previously reviewed and evaluated by the Geotechnical Consultant, and/or in other areas, without prior notification to the Geotechnical Consultant may require removal and recompaction at the Contractor's expense. Determination of ~verexcavations should be made upon review of field conditions by the Geotechnical Consultant. FILL SLOPES 7.4.1 Unless otherwise recommended by the Geotechnical Consultant and approved by the regulating agencies, permanent fill slopes should not be steeper than 2:1 (horizontal to vertical). I I 1. I I I I I I 1. I Standard Guidelines for Grading Projects Page 16 7.4.2 Except as specifical_:i.y recommended otherwise or as otherwise provided for in these grading guidelines (Reference 7.4.3), compacted fill slopes should be overbuilt and cut back to grade, exposing the firm, compacted fill inner core The actual amount of overbuilding may vary as field conditions dictate. If the desired results are not achieved, the existing slopes should be overexcavated and reconstructed under the guidelines of the Geoteclinical Consultant. The degree of overbuilding shall be increased until the desired compacted slope surface condition is achieved. Care should be taken by the Contractor to provide thorough mechanical compaction to the outer edge of the overbuilt slope surface. 7. 4. 3 Although no construction procedure produces. a slope free from risk of future movement,. overfilling and cutting back of slope to a compacted inner core is, given no other constraints, the most desirable procedure. Other constraints, however, must. often be considered. These constraints may include property line situations, access, the critical. nature of the development and cost. Wllere such constraints are identified, slope face compaction may be attempted by conventional construction procedures including backrolling techniques upon specific recommendation by the Geotechnical Consultant. As a second best alternative for slopes of 2:1 (horizontal to vertical) or flatter, slope construction may be attempted as outlined herein. Fill placement should proceed in thin lifts, i.e., six to eight inch loose thickness). Each lift should be moisture c.ondi tioned and thoroughly compacted. The desired moisture condition should be maintained and/or re-established, where necessary, during the period between succes~:ive lifts. Selected lifts should be tested to ascertain that desired compaction is being achieved. care should be taken to extend compactive effort to the outer edge of the slope. Each lift should extend horizontally to the desired finished slope surface or more as needed to ultimately establish desired grades. Grade during · I I I I I I I I ·1 I I I I I I I· I I I Standard Guidelines for Grading Projects Page 17 construction should not be allowed to roll off at the edge of the slope. It may be helpful to elevate slightly the outer edge of the slope. Slough resulting from the placement of individual lifts should not be allowed to drift down over previous lifts. At intervals not exceeding four feet in vertical slope height or the capability of availa-ble equipment, whichever is less, fill slopes should be thoroughly baq}crolled utilizing a.convention.al sheepsfoot-type roller. Care should be taken to maintain the desired moisture conditions and/or re-establishing same as needed prior to backrolling. Upon achieving final grade, the slopes should again be moisture conditioned and thoroughly backrolled. The use of a side-boom roller will probably be necessary and vibratory methods are strongly recommended. Without delay, so as to avoid (if possible) further moisture conditioning, the slopes should then be grid-rolled to achieve a relatively smooth surface and uniformly compact conditon. In order to monitor slope construction procedures, moisture and density tests will be taken at regular intervals. Failure to achieve the desired results will likely result in a recommendation by the Geotechnical Consultant to overexcavate the slope surfaces followed by reconstruction of the slopes utilizing. overfilling and cutting back procedures and/or further attempt at the conventional backrolling. approach. Other recommendations may also be provided which would be commensurate with field conditions. · 7.4.4 Where placement of fill above a natural slope or above a cut slope is propos·ed, the fill slope configuration as pres~nted in the accompanying Standard.Details should be adopted. 7.4.5 For pad areas above fill slopes, positive drainage should be established away from the top-of-slope. This may be accomplished· utilizing a berm and pad gradients of at least 2 percent in soil areas. I I 1· I I I I I I I I· I I I I ·1 I I I Standard Guidelines for Grading Projects Page·l8 8. 9. 7.5 OFF-SITE FILL 7.5.1 Off-site fill should be treated in the same manner as recommended in these specifications for site preparation, excavation, drains, compaction, etc. 7.5.2 Off-site canyon fill should be placed in preparation for future additional filJ,:, as shown in the accompanying Standard Details. 7. 5. 3 Off-site fill subdrains temporarily termi·nated (up canyon) should be surveyed for future relocation and connection. DRAINAGE 8.1 Canyon subdrain systems specified by the Geotechnical Consultant should be installed in accordance with the Standard Details. 8.2 Typical subdrains for compacted fill b~ttresses, slope stabilizations or sidehill masses, should be installed in accordance with the specifications of the accompanying Standard Details. 8.3 Roof, pad and slope drainage should be directed away from slopes and areas of structurea to suitable disposal areas via non-erodible devices (i.e •. , gutters, downspouts, concrete swales). 8.4 For drainage over soil areas immediately away from structures (i.e., within four feet), a minimum of 4 percent gradient should be maintained. .Pad drainage of at least 2 percent should be maintained over soil areas. Pad drainage may be reduced to at least 1 percent for projects where no slopes exist, either natural or man-made, of greater than 10·-feet · in height and where no slopes are planned, either natural or man-made, steeper than 2:1 (horizontal to vertical slope ratio). 8.5. Drainage patterns established at the time of fine grading should be maintained throughout the life of the project. Property owners should be made aware that altering drainage patterns can be detrimental to slope stability and foundation performance. STAKING 9.1 In all fill areas, the fill should be compacted prior to the placement of the skates. This particul.arly is I I 1. I I I I I I I~ Standard Guidelines for Grading Projects Page 19 9.2 important on fill slopes. Slope stakes should not be placed until the slope is thoroughly compacted (backrolled). If stakes must be placed prior to the completion of compaction procedures, it must be recognized that they will be removed and/or demolished at such time as compaction procedures resume. In order to allow for remedial grading operations,· which.could include overexcavations or siope stabilization, appropriate staking offsets should be provided. For finished slope and stabilization backcut areas, we recommend at least a 10-foot setback from proposed toes and tops-of-cut. 10. SLOPE MAINTENANCE 10.l LANDSCAPE PLANTS In order to enhance surficial slope stability, slope planting should be accomplished at the completion of grading. Slope planting should consist of deep-rooting vegetation requiring little watering. Plants native to the southern California area and plants relative to nativ~ plants are, generally desirable. Plants native to other semi-arid and arid. areas may also be appropriate. A Landscape Architect would be the test party to consult regarding actual types of plants and planting confi-guration. 10.2 IRRIGATION 10.2.1 Irrigation pipes should be anchored to slope faces, not placed in trenches excavated into slope faces. 10.2.2 Slope irrigation should be minimizeq. If automatic timing devices are utilized on irrigation systems., provisions. should be made for interrupting normal irrigation during periods of rainfall. 10.2.3 Though not a requirement, consideration should be given to the installation of near-sUJ;f ace moisture monitoring control devices. Such devices can aig in the maintenanc~ of relatively uniform and reasonably constant moisture conditions. 10.2.4 Property owners should be made aware that overwatering of slopes is detrimental to slope stability. I I I I I· I I I I I I I I I I I I I I Standard Guidelines for Grading Projects 10.3 MAINTENANCE Page 20 10.3.1 Periodic inspections of landscaped slope areas should be planned and appropriate measures should be taken to control weeds and enhance growth of the landscape plants. Some areas may require occasional replanting and/or reseeding. 10.3.2 Terrace drains and downdrains should be periodically inspected and maintained free of debris. Damage to drainage improvements should be repaired immediately. 10. 3. 3 Property owners should be mad·e aware that burrowing animals can be detrimental to slope stability. A preventative program should be established to control burrowing animals. 10.3.4 As a precautionary measure, plastic sheeting should be readily available, or kept on hand, to protect all slope areas from saturation by periods of heavy or prolonged rainfall. This measure is strongly recommended, beginning with the period of time prior to lapdscape planting .• 10 4 REPAIRS 10.4.1 If slope failures occur, the Geotechnical Consultant should be contacted for a field review of site conditions and development of recommendations for evaluation and repair. 10.4.2 If slope failures occur as a result of exposure to periods of heavy rainfall, the f.ai.lure area and currently unaffected areas shou,ld be covered with plastic sheeting to protect against additional saturation. 10.4.3 In the accompanying Standard Details, appropriate repair procedures are illustrated for superficial slope failures (i.e., occurring typically within the outer one foot to three feet of a slope face). 11. TRENCH BACKFILL 11.1 Utility trench backfill should, unless otherwise recommended, be compacted by mechanical means. Unless otherwise recommended, the degree of compaction should I I 1. I I I I I 1:. Standard Guidelines for Grading Projects Page 21 be a minimum of 90 percent of the laboratory maximum density. 11.2 As an alterQative, granular material (sand equivalent greater than 30) may be thoroughly jetted in-place. Jetting should only be considered to apply to trenches no greater than two feet in width and four feet in depth. Following jetting operations, trench backfill should be thoroughly mechanically compacted and/or wheel-rolled from th~_surf~ce •. 11.3 Backfill of exterior and interior trenches extending below a 1:1 projection from the outer edge of foundations should be mechanically compacted to a minimum of 90 percent of the laboratory maximum density. 11.4 Within slab areas, but outside the influence of. foundations, trenches up to one foot wide and two feet deep may be backfilled with sand and consolidated by jetting, flooding or by mechanical means. If on-site materials are utilized, they should be wheel-rolled, tamped or otherwise compacted to a firm condition. For minor interior trenches., density testing may be deleted or spot testing may be elected if_ deemed necessary, based on review of backfill operations during construction. 11.5 If utility contractors indicate that it is undesirable to use compaction equipment in close proximity to a buried conduit, the Contractor may elect the utilization of light weight mechani,cal compaction equipment and/or shading of the conduit with clean, granular material, which should be thoroughly jetted in-place above the conduit, prior to initiating mechanical compaction procedures-. Other method·s of utility trench compaction may also be appropriate, upon review by the Geotechnical Consultapt at the time of construction. 11.6 In cases where clean granular materials are proposed for use in lieu of native materials or .where -flooding or jetting is proposed, the procedures should be considered subject to review by the Geotechnical Consultant. 11.7 Clean granular backfill and/or bedding are not recommended in slope areas unless provisions are made for a drainage system to mitigate the potential build-up of seepage forces. I I I I I I I I I I I I I I I I I 4• DIAMETER PERFORATED PIPE BACKDRAIN 4• DIAMETER NON-PERFORATED PIPE LATERAL DRAIN 1' SLOPE PEA PLAN H/2 PROVIDE BACK DRAIN PER BACK DRAIN DETAIL; AN ADDITIONAL BACKDRAIN AT MIO-SLOPE WILL BE REQUIRED FOR SLOPE IN EXCESS OF 40 FEET HIGH. KEY-DIMENSION PER SOILS ENGINEER (GENERALLY 1/2 SLOPE HEIGHT,.·. 1,5' · MINIMUM) TYPICAL STABILIZATION FILL DETAIL JOB NO.: -DATE: FIGURE: 0 N VEMBER 1986 1 I I I I I I I I I I I I I I I I I· I I ... -'•,,-. ., r-------------------------------------.\. NATORAL GROUND PROVIDE BACKDRAIN PER BACKDRAIN DETAIL. AN ADDITIONAL BACKDRAIN AT MID-SLOPE WILL BE REQUIRED FOR BACK ·SLOPES IN EXCESS OF 40 FEET HIGH. LOCA- TIONS OF BACKDRAIN8 A~D OUTLETS PER SOILS ENGINEER AND/OR EN- GINEERING GEOLOGIST DURING GRADING. PROPOSED GRADING COMPACTED FILL . BASE WIDTH •w• DETERMINED BY SOILS ENGIN.EER TYPICAL SHEAR. KEY DETAIL . JOB NO.: 300 DATE: NOVEMBER 1 986 FIGURE:. 3. I I I I I I I I I I I I I I I I 4• DIAMETER PERFORATED . PIPE BACKDRAIN Hi' 4• DIAMETER NON-PERFORATED PIPE LATERAL DRAIN 1 SLOPE PER PLAN H/2 PROVID-E BACKDRAIN PER BACKDRAIN DETAIL. AN ADDITlONAL BACKDRAIN AT MID-SLOPE WILL BE REQUIRED FOR SLOPE IN EXCESS OF 40 FEET HIGH. KEY-DiMENSION P_ER SOILS ENGINEER TYPICAL BUTTRESS Fill DETAIL . - JOB NO.: DATE: FIGURE: 30085-00 NOVEMBER 1986 2 I I I ,I I I I ·I I I I I I I I I I FINAL LIMIT OF EXCAVATION OVERBURDEN (CREE'P-PRONE) DAYLIGHT LINE OVER EXCAVATE OVER EXCAVATE 3' AND REPLACE WITH COMPACTED FILL SOUND BED.ROCK TYPICAL BEN.CHING -------- PROVIDE BACKDRAIN PER BACKDRAIN DETAIL. LOCATION OF BACKDRAIN AND OUTLETS PER SOILS ENGINEER AND/OR ENGINEERING GEOLOGIST DURING GRADING EQUIPMENT WIDTH (MINIMUM 15') D.AYLIGHT SHEAR KEY DETAIL JOB NO.: 30065-00 DATE: N VEMBER 1986 FIGURE: ,4 I I I I I I I I I I I I I I I I I I JOB NO.: I BENCHING FILL OVER NATURAL SURFACE OF FIRM EARTH MATERIAL (INCLINED 2-. MIN. INTO SLOPE) BENCHING FILL OVER CUT SURFACE OF FIRM EARTH MATERIAL 15' MIN. OR STABILITY EQUIVALENT PER SOIL ENGINEERING (INCLINED 2~ MIN. INTO SLOPE) BENCHING FOR COMPACTE[? FILL DETAIL DATE: FIGURE: 5-00 5 ..•. - .I I I I I I I I I I ·1 I I I I I I I I FINISH SURFACE SLOPE 3 FT3 MINIMUM PER LINEAL FOOT APPROVED FILTER ROCK* A 21Jli MINIMUM GRADIENT A COMPACTE.D FILL 4• MINIMUM APPROVED. PERFORATED PIPE** (PERFORATIONS DOWN) MINIMUM 21J' GRADIENT TO OUTLET BENCH INCLINED TOWARD DRAIN 4• MINIMUM DIAMETER SOLID OUTLET PIPE SPACED PER SOIL ENGINEER REQUIRE- MENTS DURING GRADING TYPICAL BENCHING 12• MINIMUM COVER DETAIL A-A I COMPACTED BACKFILL T·EMPORARY FILL LEVEL . 4• MINIMUM DIAMETER APP.ROVED SOLID OUTLET PIPE *FILTER ROCK TO MEET F'OLLOWING SPECIFICATIONS OR APPROVED EQUAL: **APPROVED PIPE TYPE: SCHEDULE 40 POLYVINYL ·CHLORID~ (P.V.C.) OR APPROVED EQUAL. MINIMUM CRUSH STRENGTH 1000 PSI. SIEVE. 1• 314• 3/8. NO.4 N0.30 N0.50 NO.200 TYPICAL BACKDRAIN DETAIL JOB NO.: DATE: N VEMBER 1986 . PERCENTAGE PASSIN<3 100 90-100 40-100 25-40 5-15 0-7 0-3 FIGURE: 6 I I I I I I I I I I I. I I I I I I I I FINISH SURFACE SLOPE MINIMUM 3 FT3 PER LINEAL FOOT OPEN GRADED AGGREGATE* TAPE AND SEAL AT CONTACT COMPACTED Fli.L A _,_. ____ 2 .. MINIMUM GRADIE·NT A 4"' .MINIMUM DIAMETER SOLID OUTLET PIPE SPACED PER SOIL ENGINEER REQUIREMENTS TYPICAL BENCHING DETAIL .A-A SUPAC 8-P FABRIC OR APPROVED EQUAL 4" MINIMUM APPROVED PERFORATED PIPE . (PERFORATIONS DOWN) MINIMUM 2% GRAQIENT TO OUTLET BENCH INCLINED TOWARD DRAIN TEMPO.RARY FILL LEVEL COMPACTED MINIMUM BACKFILL 12" COVER MINIMUM 4" DIAMETER APPROVED -,L S01:.ID OUTLET PIPE . j(_._12"__, 1 MINIMUM 'I * NOTE: l,GGREGATE TO MEET FOLLOWING SPECIFICATIONS OR APPROVED EQUAL: SIEVE SIZ.E 1 1/2" 1"' 3/4" 3/8" NO. 200 PERCENTAGE PASSING 100 5-40 0-11 0-7 0-3 BACKDRAIN DETAIL (GEOFABRIC) JOB NO.: DATE: FIGURE: 30065-00 NOVEMBER 1986 7 ~ TM I I I I I I I I I I I I I I I I I I I f . SURFACE OF FIRM EARTH. MATERIAL --------. ' ' /.. ' ~ ......... <\\ COMPACTED FILL/// . . TYPICAL BENCHING ,, . ~/ ,,, // -----~ .......... _ _,-/ _ _....., REMOVE UNSU.ITABLE MATERIAL· SEE DETAIL BELOW DETAIL DRAIN MIN-IMUM 4• '.DIAMETER APPROVED_ PERFORATED PIPE (PERFORATIONS DOWN) MINIMUM 9 FT3 PER LINEAR FOOT OF APPROVED FILTER MATERIAL .__ ___ -__,l· FILTER MATERIAL 'BEDDING L 14• 1, 1 MINIMUM 1 FILTER MATERIAL TO MEET FOLLOWING SPECIFICATION OR APPROVED EQUAL: APPROVED PIPE TO BE SCHEDULE 40 POLY-VINYL-CHLORIDE (P.V.C.) OR APPROVED EQUAL. MINIMUM CRUSH STRENGTH 1000 psi SIEVE SIZI;: 1• 314• 3/8. N0.4 N0.30 N0.50 N0.200 JOB NO.: PERCENTAGE 100 10-100 40-100 25-40 5-15 0-7 0-3 PIPE DIAMETER TP MEET THE FOLLOWI.NG CRITERIA, s·ueJECT TO FIELD REVIEW BASED ON ACTUAL GEOTECHNICAL CONDITIONS ENCOUNTERED DURING GRADING LENGTH OF RUN UPPER 500' NEXT 1000' > 1500' PIPE DIAMETER TYPICAL CANYON SUBDRAIN DETAIL DATE: .FIGURE: NOVEMBER 1986 8 I -1 I I I I I I I· I I I I I I- I. 1· I 1- CANYON SUBDRAIN DETAILS ------------------. -f SURFACE OF FIRM :EARTH ,, // ,,, / / TYPICAL BENCHING "\ COMPACTED FILL / / ~, 1j \' /// --'I,.. ,_/ >------ ~ / REMOVE UNSUITABLE -MATERIAL INCLINE TOWARD DRAIN SEE DETAILS TRENCH [)ETAIL- OPTIONAL V-DITCH DETAIL MINIMUM 9 FT3 PER LIN.EAL FOOT OF APPROVED DRAIN MATERIAL SUPAC 8-P FABRIC OR APPROVED EQUAL I, 24• I, 1 MINIMUM 4 SUPAC 5-P FABRIC 0~ APPROVED EQUAL MINIMUM 9 FT3 PER LINEAL FOOT OF APPROVED DRAIN MATERIAL DRAIN MATERIAL TO MEET FOLLOWING SPECIFICATION OR APPROVED EQUAL: ADD MINIMUM 4• DIAMETER APPROVED PERFORATED PIPE WHEN GRADIENT IS LESS THAN 296 SIEVE SIZE 1 1 / 2 • 1• 314• 31e• NO.200 JOB NO.: PERCENTAGE PASSl·NG 88-100 5-40 0-17 0-7 0-3 APPROVED PIPE TO BE SCHEDULE 40 POLY-VINYL- CHLORlbE (P.V.C.) OR APPROVED EQUAL. MINIMUM CRUSH STRE-NGTH 10-00 psi. GEOFABRIC SUBDRAIN DATE: FIGURE: NOVEMBER 1986 9 I I I I I I I I I I I I I I· I I I 1- FINAL NATURAL SLOPE. OF FINAL EXCAVATION TOE OF SLOPE SHOWN ON GRADING PLAN COMPETENT EARTH -MATERIAL 1 -59' >n, __....-- --I, . V 115• MINIMUM BASE KEY WIDTH 1 MINIMUM . TYPICAL BENCH HEIGHT DOWNSLOPE KEY DEPTH JOB NO.: PROVIDE BACKDRAIN AS REQUIRED PER REco·M- MENDATIONS OF· SOILS ENGINEER DURING GRADING WHERE NA-TUR AL SLOPE GRADIENT IS 6: 1 OR LESS, BENCHING IS NOT NECESSARY. HOWEVER, FILL IS NOT TO BE PLACED ON COMPRES·SIBLE OR UNSUIT- ABLE MATERIAL. FILL SLOPE ABOVE NATURAL G.ROUND DETAIL DATE: FIGURE: NOVEMBER 1986 10 .. --·· ... 111!11 -------------- REMOVE ALL TOPSOIL, COLLUVIUM AND CREEP MATERIAL FROM TRANSITION CUT/FILL CONTACT SHOWN ON GRADING Pl:AN CUT/FILL CONTACT SHOWN ON •As-BUILT• NATURAL~ --TOPOGRAPHY ----------------CUT SLOPE* -- -.,, -----__.,. -,,,,-o"~ --I -----~~~ ___ , --~~~f .. ----- FILL -\.\. -' --cO -- ---\);.;-;::~;. ;TYPICAL~ --• o\'-• _,,.:.::-==--------7 ~-"{OfS --TYPICAL ------ MINIM.UM--{ BEDROCK OR APPROVED FOUNDATI.ON MATERIAL * NOTE: CUT SLOPE PORTION SHALL B·E MADE PRIOR TO PLACEMENT OF FILL FILL $LOPE ABOVE CUT SLO-PE DETAIL JOB NO •. : DATE: FIGURE: 300 _ _6 NOVEMBER 1 ~86 1f ~ I I I I I I I I I I I I I I I I GENERAL GRADING RECOMMENDATIONS ----------- --- CUT LOT ------------------ ' ·--TOPSOIL, COLLUVIUM AND _,,,,....,,,,....,,,,... WEATHERED BEDROCK _.,,,,... ------- ____ ORIGINAL -· . GROUND . ..-----·---. -----------UNWEATHERED BEDROCK OVEREXCAVATE AND REGRADE CUT/FILL LOT (TRAN-SITION) --------/ --.,,...,,.. ---/ --------------COMPACTED FILL --,,,,,..... TOPSOIL, // -COLLUVIUM AND ...,.-------~ WEATHERED...,.-/ BEDROCK,,,,,. UNWEATHERED BEDROCK / .,,...,,.. ..,,.. JOB NO.: 30065-00 TRANSITION LOT DETALL DATE: NOV MBER 198-6 ..-ORIGINAL ---,.,,.. GROUND -/ ..,,...,,.. OVEREXCAVATE ANO REGRADE FIGURE: 12 ~ T.M I I I I I I I .I 1: I I I I I I· ·1. I I -1· 0 BUILDING FINISHED GRADE CLEAR AREA FOR FOUNDATION. UTlLITIES, AND 8WIIIMING POOLS 0 0 0 :Y r ~WINDROW s·LOPE FACE STREET 5' OR BELOW DEPTH OF DEEPEST UTILITY TRENCH (WHICHEVER GREATER) TYPICAL WINDROW DETAIL (EDGE VIEW) GRANULAR SOIL FLOODE·D. TO FILL VOIDS HORIZONTALLY PLAce·o COMPACTION FILL PROFILE VIEW ROCK DISPOSAL DETAIL JOB NO.: 30065-0 DATE: FIGURE: NOV.EMB·ER 1986 13 .... _~··ir:~:_.r~t·'.:t;:·:~. ·:·,.t:· -; :?~·--~---_~_. ":· -925.S-2 [ _. -, " I '. r· I . ;.: . ~----. ,-.. ,_ - I • ,. . I _ .. 1·.- .-·-' .:' . . , ·" . ' ':j ,. I -,-'i=- I I 1·.. ,··. .-.. ! 1,:· t:. '. f ,. ,,, -.\, • 1,,·,_ , .. ~ ", ;. " . ~-. ' I. L·. ('.·' .. , ' ... -- '. • .. , ..... ~/ i/ ~(_g-_.· f· . / ;ft! I · f:7·, .p /~ . .:.(_ ~---_,>' 19J I bf - . ' I . I, I -A*'· I f4 ,::1N --·L. ' ·-·,'>" -:. :.-0 ~C) . / I ' ' I 30 60 ----FEET •, --,-·- -- I I I , / . 1 . . ! .1 I I · I · i '. ' I -; . J , I .. (. . ./~ . I I I .• / . ' I •(.''.J. • f , : " I I '1·.·-, ! · ' f· . I / .. /': . j I ) ,7. I / I 1· -:. I / ! . i. I , • J t · I f I • { . • "J / f . . .I. .-,_ f .. • I , ';,. .. ' ' . ' I I I .5££ -,;12.a -CC· '711· l .. \ I \ I ' ' ' \ \' \ ' ,, 1...,e> \ l> \ -. C, '-., ' \ -, \ ' ' \ '- '--~ ..._ ---:._ SITE PLAN NINTEMAN CONSTRUCTION COMPANY CARLSBAD CROSSROADS, PHASE I CARLSBAD.CALIFORNIA I l·- 1 ' · JOB NO.: .... a· ., LOG NO.: DATE: -· >' 05-6983-001-00'-3Cf 7-2126 AUGUST 198 PLATE: 1 .\ . l_ \ ' ' \ .1 I l 0 •s1 <-. • 371.9Z \ I. \ -\ ' . ·\ I. -·-No. .. ,_,1'2 ·.· _> .,.., :;, . ' .·, .. ! l ·•· 1 I I . I . I . ' l- I I I I I I I I I ' I I I [ I i . eS4. ,_;,, . ' J _;..."'f. ' ,..:, -··----.=":----....... ---j!. •·· :,,.;-.· .--· -.. .._.,.._,, "'· -·-\ ----··, __ . -~-·._' - 20 . AB2 . • • -:-7'."".c"-,. nt-~',f .rl'7-~ v·., ;·;.c,vc »9RtJ DR,9.<l,, G272,S /EcG9.~'77'-~~~~ f\li-1 I --315-- . ~· ,,., 4v z~1.- EXPLANATION .. \ ~\ !Tsai SANTIAGO FORMATION, CIRCLED WHERE BURIED • SD34 APROXIMATE LOCATION OF STORM DRAIN TRENCH DENSITY TEST • W 18 APPROXIMAit LOCATION OF WATER TRENCH DENSITY TEST e Jl 2 APPROXIMATE LOCATION OF JOINT TRENCH DENSITY TEST e S12 APPROXIMATE LOCATION OF SEWER TRENCH DENSITY TEST e AB23 APPROXIMATE LOCATION OF AGGREGATE BASE DENSITY TEST e SD 11 APPROXIMATE LOCATION OF STORM DRAIN CUT TRENCH DENSITY TEST FILLAPPROXIMATE LOCATION OF CUT/FILL TRANSITION --· -'(> "' > 1/ ' . {\ C; . v-. .1 ,1 JA .---------------\ NOTE: STORM DRAIN, WATER, JOINT;AND . SEWER TESTS WERE TAKEN DURING AN EARLIER Pi-.ASE OF CONSTRUCTION:; . ·,, £NG11ve:ER OF /fi/tJRf< dd,L . 1;1i;tt 7AT L WAI PATE HCH & /\~~01/\TE~ ' -E"IVIRONMENTAL PlANNING•ARCHITKTURE·ENGINEERING. -'07 l,ewridge Nenue. San Diego, CA 92123-U,67 • · {619) 278-5750 fsHFrl_ CITY OF CARLSBAD .ISHEETSI t--t--+-------,----------+-----,1 LZ_j ENGINEERING DE PAR TM ENT 3 t--+--+-----_;_----------1-----l GRADING PLANS FOR: . ,. · fARCel :4'4'8' OF CAf?L'?BA [J · . LOT . LINE AP7L/t5TMENT ~1'5 1 CARLSBAD CROSSROADS C.T 74-Z/. t--+--+-----'------------1-.----,I 1-A,_P.,._P-:R""O=-V"'E"'D.,-._'· ~-------'- _RE. 33061 CITY ENGINEER -] DATE _ DATE BY DESCRIPTION APP'O REVISIONS OWN.BY,.,..· --~1 CHKD. BY, ___ , FIELD BK, PROJECT NO~ f.'l'.Z.f¼,50 . DRAWING NO. z75:..9. . j • .::T.11 101&,Z j ' I . 'j . :j . ·I ··' ' -.. ~ -. ,-,, ' , ',] '"' ~~{it~}~- ,_f(:{:!i'&,;rfo. \•f:~'%1,<w,: ~ii >3~t::{ .1/3!:~'. '• " : ::~~:,:~ ', ;J~ji~' .••/,.'114~?;_"·' I ,.-lS,.,,;,~J. :/~fftJ:· ·")v~-ii;~-.-;.. :-1t~.(',hf; .. ,', ·:1"''· '' . !J!j_ tii'c.,~t:: ·.-i1lf:·~'-: , .. ,.,..it'.· '"'"""''' . f;J!li/.',;. ~" ", -.~1/,;~:":;~~: ,-t'i'fi~-·~:.~-,~.1t,ft;~;-. "'~·4\~ii'·· ~ :i¾-i~t- • '•_ii,1,-,~1, 1tf~;'.: ,~;~:-~ii; -~.;;.·~;:;,ti~\ ' ·-,_ . .. _:,..· ;~;2,r\_:., __ :; : '' \~;t?.: ' ~ ••• ! ·-.'\ :; ~. '~·, .. .;:..;: ":\ • , •• > -;\; ~-. .£;' ;-~, .. ,. ", r . ·'.:· -.. :·:: .. <}::.~>:-:> ·=, . ~-. ·~J{:·,!;· ,·;:,_· • ~·<··. " :":.?, :~;;:/ ·~ . " -· -~ ". 'i • " ", -~: < "'; i .:-: : '.j_~:_;_,_i,} __ ' ... '. :;, ~~}._-· '.i· . -. ' ./ I I.·_ .. ·-:. '. ---:.._· I /' I I /, I ' . ' ' , l ./ / I , /. !- -,.:_ '. -.ft, '.~· ... ··.·.·:_( ;:,::-~tt>,7-:,-"~ ,. -;~ '.'-~ ~ " .. ' ' ,._ .. ~ ' , ' ! , I .'1 '' 1 , ' f J. o,1i.o , . . l· 1 I ~ ' ' ,, . I ., I ·/ / i' ;_ J J I i I I I I I / / , ; I . '' . , , ' i / . I I . , ' . ) l 1 ,.i· .' I , f ' I ! ) 1 I i I T. .. 'i \ , ", ' , \ . \, ' ' , ' ·~ . ' ,._' ' ' ·<:..._, . --,· ..,... .. -,. >-·\ ":_ . FOR EXPLANATION REFER TO PLATE 2 PLOT PLAN ', .. · . .. . . . . . FIVE M. DEVELOPMENT, INC. .· . ..· ... . · .• CARLSBAD OAKS 'BWSINESS CENTER, LOTS 3-,-E, . , . CARLSBAD, CALIFORNIA ·•· • . . . -' . . : -, ...... · ·--. :1 . ' DATE: NOV MBER 1986 · ' ' . ,, , ' ' ,. ' ,, . . ;. : \ .. ' '·,; ,, . PLATE: 1 ..• ,r ... ,:·.f: ,. , . ,-.,;_ ' .$- 'B-4· 371.92 I i ! I . I J !· . I j -·.· .. -,--' . NO. . · .. , •. -,e:::; ..,1-,•·· '-t-1.· . ., , ,· ,· l ' f ' I . l :, . ' .',_ -~->~-_.. ,·.,. ···."\'. . ,,,,,"', .. Tsa I /, -~'7.Q,,_ ' ' . ¥·' ½~~-5"'/i . 5R' 4-' [ . ~; ~ ---re ?,71. 7i?, ff_. ?,70.6t 37/,'l'i }70, 7'/. r) . y .~ 375 ,•- >· .. ' . ·' .,.: • : -'...f . : _-; ~ -' . ·• .. ,. '~··. ' .. , . ·. ,,.--. " ·, -~-- .,,.· .t,;::~:: ·", ':\~~-,: · .. <--;,_.;.,_.;.-;,..-'.: r i-==~=t======~===========::=::±j:j ~· · c I TY ·o F ':CAR Ls BAD : . sHEr;~: · ~ ENGINEERING . OEPARtll£NT . ·· .. ·· , . ·. . . '' .. . ' , GRADING PLANS FOR,: · ,.., ,, •, . _'F:4tceL .:.t','a):;(),r-'cAe1..saA:vt· t:-r=~=+====::=::===============±jt:::D-f I <, . LOT _L!Ne:?jtJiu~TMEN.7t~/'5 , CARLSBAD ·. CROSSROADS'. ;,('. '>C. :,, , ;.,:;·_ . ':'t;i,: . . •'. •·, .... ,,. "''' .r, r/l'lf'". . , , .r • --;ltiJif it . :;J;1;~;,,~ ::~f~~t?(s~}:~t-i1~t :,:-·· -.~: ·· :-~ •. ~.' -_;· .· .. ,.)• ,._,. ,, ":'.J"'C\,.,~il,. ,;""'" }-,s.. -"' " • ~,~ •.;:-, ' --~--~t"-:' ·:-¥~:. .. ~ ~--$,,. t.1.~~ ·.>... ,._ .-:-:_{. _. . -~ . ~ e•}'·,rhJii,'..,'1,3',~~~,.;;:!t;,, ,.,,~, .,.7,,-.•~•, ',"'" , -~i,,.,;",:;<,..-;r~""~j ''<'"· -·, ;,,,, ;::.._ ,, f·,. \ ~: "·-., ,"'-,-;.~,.:--.:~\,!"'-,, ... -\ ;, ,,;,;;.:~--~: ·-,·: '' ,· ·-,,'?.~::;:' ;:,4,• -}•' ... ~. • " ' ,,,--· ' • " . ' ' ,-' ... ~-: >>.-,·... .,,, ···:.,' .. " . >: .. : > . . ,.,J. -, •• . -\ ~ ··" ,,_.,., ,,,' . ,. -: .. -:' ' ---.-"" : <._, .... -· .. ' . ' . ' ' --' - . ,~-.. -:._ . )?/~ -. ',_, -,.:_ //: ;" -:; -.· .. 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I' -{iYPIC',9L) • lrEM//RK5 · ·,:, . :( .. , -, _,,. ' : . I - l ! DATE BY . ~- Tsa -. __. >, ··-: ,_ .,_. _. ·-• 1 '• . . , -' ., ......... _. DtSCl'II PTION ·.----· -· ... _ ,,_, ne"1s· 10N s· ----. '~ ;·','i--n " · · . - -,, J, , -<~ .~ .. -~"·-?:--. ,., .i .( .. 1 •),, ,_ ,, ":-,:c,~::::.-,;, -•i-'1,I";,'J ~!',., '.,_\,'1\"'~'<--'l\':::..i• ~· ,,~ / ' ' f>" 1' S' '• l ~t,~~~ ~" 'c' --'*~•;,, t' l"'l';-'~' I.:', V , ~-~ '• ~-~ :,,,,?;',,· 4,,tvW.~{',h ,ii,:'.~~-.. · -',, .,_ r ', "-, ,.. 't ~-,,_~;4,,-~1 -'""'~<, -~ •, -.. c' ':;' ""' .-,.,•..,---,.1, ~ 1,~.-;h, '1 _., --·· • • :Y,. - .-,, -.' .. ·. ,,_,' <.,·, •· -----... • ll, '.. . ._-.,, ~ -· --. : .. , • < -~ •• ···/ ~~ t {;::./ --, .--.. :·., ,_,;:·:·,;. ..,.-; •c ''.~ .J \ • • • . , ... ',, . .- --~ .... • ;.-;.~~:-:--:~ ;· ~ f .//\jt; 30 •• ::,: ,' ,',-.)" "a • --------.------__ . --.------~---:-.~ . FEET - EXPLANATION UNITS ·,: -ITsa I-SANTIAGO FORMATION. c1RcLED WHERE BURIED - -$B-1a CUT --FILL SYMBOLS APPROXIMATE LOCATION OF .- EXPLORATORY BORING , APPROXIMATE LOCATION OF CUT /FILL TRANSITION . . . , _:-·, '' .-. -• --. ,_,