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HomeMy WebLinkAbout1834 MARRON RD; BLDG D; 86-489; Permit-ç g I hereby affirm tht I am licensed under provisions of Chapter 9'(commencing with Section 1000) of Division '3 of the Business - and Professions Code, and my license is in I * L.fuit forceand effect. ' i hereby., affirm that 11w exempt from the Contrac' r 'toru, License Law for the following reason (Sec. 7031.5 - - Business and Professions Code: Any city or County which Ce' i quiresa permit to construct, alter, improve, demolish, or - repair any structure. prior tails issuance also requires the ap- 'pkcanttor such permit In tile a signed stalerrient that he is I licensed pursuant to the previsions of the Contractor's - License Law (Chapter.9 commeucing. with Section .7000.01 Division 301 the Business and Professions Code) or that is en' empt theretrom.antl the basis for thoailegeO exemption. Any. violation 01 Section 7031,5 by an aplicaot br a permit sub' - edo the applicant to a Civil penalty of-not more than line hun' I deed dollars ($500). I I 1, as owner 01 the property, or my employes with wages as their sole compensation, will do the work, and the struc- I lure is not intended or uttered for sale (Sec. 7044, Business 'and Professions Code: The Contractor's License law does I 5 001 apply to an owner 01 property who builds or, improves. thereon and who does such work himselt or through his own employees, provided that such improvemootsrare not intend' UI 'odor offered (or sate: .11, however,' the building or improve' 1 Z mont is sold within one year 01 completion, the owner-builder w will have the burden 01 proving that he did not build or im' prove for the purpose of sale). .0 i, as owner 01 the property, ath exclusively cracttvg ,.:with licensed contractors to construct the project (Sec. 7044. I Business and Professions Code:" The Contractor's License -0 .Uaw does not apply to an owner 01 property who builds or im, proies thereon, and who contracts for each projects with a 80 'contractor(s) license pursuavt,lx the Contractor's License - Law)., • ' - D 'A,s a homeownor lam improving coy home.'and the follow- 4K ' - jog conditions exist: '. •-. 1, The work is being performed prior to sale. • - 2. I have lived .in my home for twelve months prior to completion at this work.. will 3, I have net claimed this exemption during the 0 last three years, , • ) 0 tam exempi under Sec ' " B & P.C. lox this reason r' cOt hereby affirm' that I have a certificate of consent to seltinsure, or a certiiicate 0! Workers' Compeosation In' r suraxco, or a:certitied copy thereof (Sec. 3800. Labor Code) I POLIC ''V,Y % •,,.,,. ,flr., .1 - ' Copy is tiled with the'cityf.. -'E1 'Certitie'd copy is hereby furnished '")' UI - ' -- *- '•--'-.--- ''- . CERTIFICATE OF EXEMPTION FROM C) ' ' WORKERS' COMPENSATION INSURANCE (I) c.-["(Tuis gecti,on need not be completed it the permit ' w is to, one hundred dollars i$loOt or less) - UI 1'-', •c JO I certify that in the periormance of the work for which CC this permit is issued. I shall not emplOy any person in— any-0 "manner so as 10 became subject torso Workers' C o mpen- sation Laws of California. .. -- NOTICE TO'APP'LICANT: II,' after making this Certificate I of Enomp(lO,n. you should become subject 1011w Wurkersc I Compensation provisions 01 the LuboS Code.'you masr.( - torthwith comply with such provisions or this permit shall • hI demoefrOvokecI. u- - -- -. • ' •- 0 I hereby affirm,that there is a.construction, lending I t'agency forth; i5eilormance of the work for which this per.LU i ol -mit is issued (Sec. 3097, Civil Code) -'--'r'-----zi UI I Lender's Name - - Lender's Address ' -V -. USE BALL POINT'PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. 4. ' .4 CARLSBAD BUILDING DEPARTMENT.- APPLI ATI N PERMIT 11 ' ' . 2075 Las Palmas' Dr., CarIad,,CA 92009:4859 (6.19) 438-161 - - •. .•. . . - •".. .108 AD RESS AV. ST. R6.} NEAREST CROSS ST. DATE 0 APP ICATION BUSINESS LICENSE # ' VALUATION PERMIT NUMBER /f4 ' ZONE . • ________ 4T BLOCK •. SUBDIVISLQU . th'dT ASSESSOR PARCEL NO ' CONTRACTOR 47 _V OtUk) CONTRACTORS PHONE a _______ .S NAME OWNERS PHONE ft -114c1ovr STATE UCENSENO. . BUILDING SO. FOOTAGE f OWNER TMAILI SSrA 'O DESIGNER - DESIGNER'S PHONE y f ,- 013, , ,'. .. . , -- .. - . DESCRI TI OF WO K - DE SIG LfS A-U. 0 ' STATE LICENSE NO, e?4tL :üi' 24 i2/u4ja6priT.: 75j • • ro STOFCIES !5 - - • ' . . • - - - - YO ND ----- I' f / PARKING SPACE RES UNI GRADING PERMIT ISSUED REDEVELOPMENT.' ' TYPE DCC LOAD FIRESPR - • s- , 4 nO e 0 AREA • , - , D r' - ______ . ' - NO - Not Valid Unless Machine Certified. - - QT'Y; .PLUMBiNd PERMIT ISSUE QTY' MECHANICAL PERMIT ISSUE NUMBER ' -. - .SUMMARY/ACCOUNT - - 'EACH FIX-TUBE TRAP,,. - INSTALL FURN. DUCTS UP TO 100.000 BTU . 2-4L-, BUILDING PERMIT 001'81000-00-8220 - - / EACH BUILDING SEWE0,4' • '- - : - OVER 100,000 BTU - , SIGN PERMIT 001'810'00'00'8221 EACH WATER HEATER AND/OR VENT f BOILER/COMPRESSOR UP TO 3 HP .. ._- PLAN CHECK 001-810-00-00-8821 EACH GAS SYSTEM I 104 OUTLETS ' - BOILER/COMPRESSOR 3-15 HP - - - TOTAL PLUMBING • 001-810-00'00'8222. .- — - EACH GAS SYSTEM 5 OR MORE - - -. ' METAL FIREPLACE ' • • r - : ELECTRICAL • ' . ' - 601-810-00'00-223 - EACH INSTAL ALTER REPAIR mATER PIPE VENT FAN SINGLE DUCT MECHANICAL 001-810-00-00-8224 - — - EACH VACUUM'BREAKER' ' - . - Z— MECH EXHAUST HOOD/DUCTS .-'- MOBILEHOME 001'810'00'00-8225 - WATER SOFTNER - -9 - - - - ,- -- SOLAR 001,810-00-00-8226 ,EAçH,RooF DRAIN )INSI,EEI - \'. - •, -- • -/0 . — - - -RELOCATION OF EA FURNACE/HEATER ------ DRYER VENT . - ' -STRONG MOTION. ' - 880-519-92-33 ._ TOTAL MECHANICAL - ' ' - - _- " 15J7. FIRE SPRINKLERS. 001-810-00-00-8227 - TOTAL PLUMBING t\. -' -PUBLIC FACILITlES'FE ,10'810-00-00-874O - ' o/ — - BRIDGE FEE • 360810-00-00-8740 OTY - ELECTRICAL PERMIT ISSUE 52_ QTY MOBILE HOME SETUP PARK-IN-LIEU (AREA NEW CDNST EA AMP SWT'BKR - - .-- CAR PORT - TIF'l.7( 7o L / 0 134-810-00-00-8835 I PH x' - - AWNING LA COSTA TIE 133-810-00-00-8835 4_ EXISE BLDG EA AMP/SWT BKR GARAGE FMF I PH - - 3 PH_ _- -, .- LICENSE TAX -001-810-00-00-8162 - - - - - REMODEL ALTER PER CIJICUIT MFF,41') /J'0 8805199257 - TEMP POLE 200 AMPS OVER200AMPS TIE MP OCCUPANCY, (3oDAYS).' I L - - - - - CREDIT DEPOSIT - <7/c$/ .' I , - _/_" . TOTA1 - ASAI _, TOT J - - -- I HAVE CAREFULLY EXAMINED1THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Enperafion.EverypermrtcssuedbyfheBucfdingOifcdcalunderfheprovcsconoofihls I * AN OSHA 4T IS REQUIRED F A EXCAVATIONS OVER Code shall expire by c become null and void if the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION, HEREON INCLUDING THE i 5- 0-f81ErPXND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days from the date 1 DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or if the building or work authorized by such permit CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON ISSUED: TO COMPLY WITH ALL abandoned at any time slier the work is commenced for a period 01180 days. - is suspended STAtiC ES OVER 3 STORIES IN cer HEIGHT -STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND LICANT'S SIGNA 13 ~ -APPR '\ -_ ~ '. - % \ VE1 KEEP HARMLESS THE CITY OF CA4LSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND E CONTRA T t:APENSES WHICH MAY IN ANY GRANTING OF THIS PERMIT WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE VYr SHONE 0 j h1/I DATE INSPECTOR . TYPE BUILDING I FOUNDATION ) FIELD INSPECTION RECORD REINFORCED STEEL I SPE CIAL ECIAL INSPECTIONS MASONRY frt.. GUNITE OR GROUT INSPECTION REQ. IF CHECKED INSPECTOR'S APPROVAL DATE SUB FRAME U FLOOR U CEIJNG SHEATHING 0 ROOF U SI.IEAR SOILS COMPLIANCE PRIOR TO FRAME I FOUNDATION INSP EXTERIOR LATH STRUCTURAL CONCRETE OVER 2000 PSI INSULATION I PRESTRESSED INTERIOR LATH & DRYWALL I CONCRETE . ' POST TENSIOF'ED. I ' - CONCRETE, PLUMBING I FIELD WELDING U SEWER AND BL/CO U dL/CO HIGH STRENGTH UNDERGROUND 0 WASTE DWATER BOLTS TOP OUT U WASTE 0 WATER SPECIAL MASONRY TUB AND SHOWER PAN GAS TEST PILES CAISSONS D WATER HEATER U SOLAR WATER ELECTRICAL O ELECTRIC UNDERGROUND U UFF.ER ROUGH ELECTRIC INSPECTOR'S NOTES O ELECTRIC SERVICE 0 TEMPORARY U BONDING 0 POOL MECHANICAL U DUCT & PLEM., DREF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL - BUILDING SPECIAL CONDITIONS V I ' ' -; City of Carlsbad MISCELLANEOUS 1200 ELM CARLSBAD CA 92008 • TEL (619):438-.5525 RECEIPT ob Add ressA41 '- MISELLANEOUSFEERECEIPT PLAN CHECK FEE 001-810-00-06-8821 VALUATION_____________________ zIjO Owner j_lrH 09I 9C' I LI Mailing Address TWO axwrrl. P1-42,4 ijwPo,e-r 7-t LII _ ________ Contractor , UUIJ, . 1/7150 . El cit . • Zi - -TZi7A Tel. Z7i . SCiassil Lic No. LEGAL DESCRIPTION L2i LI 'I t1otiPrt. Pi- C-, ASSESSORS PARCEL NO DESCRIPTION.OF WORK (2/)1UYT 27.•a)o 3'- ArV I . '_T1 _ -__•__'2_ &1/WI1\dt,w/ti*,<P4tE PLAN ID NO. EJ LI______________________ - I . - - .• _. .. •- - __f TOTAL FEE $ CONTACT PERSON COKT OAa __- WARNING PLAN CHECK FEES WHERE NO ACTION IS TAKEN BY THE APPLICANT- IN .180 DAYS AND NO BUILDING PEMITIS ISSUED. ARE FORFEITED TO THE CITY COMMENTS ZIP S4!__OIF,Tzicr3 PHONE #g'17oI j ADDRESS /,tç _4)j7 _70) -•. -: ••t.L - - .- I- ___I _-• Sigiralureof Applicant Date//s' :- • . • -': II . - .1- - - • - White -Applicant., rYellow - File Pink L (1) Finance (2) Data Process Gold - Assessor yr s r -. - CASHIERS VALIDATION - - (ltitg 01 (ltarlidiab SEWER PERMIT APPLICATION 2 -. /,h,F4r( APPLICANTTFItLIN SHADED-AREA SEWER PERMIT NUMBER: SE 2?18 - BUILDING PLAN CHECK (OM 2(L KD3 BUILDING ADDRESS: BUILDING TYPE: IM 03 NUMBER OF EDU'S: __________________________________ CALCULATIONS:_______________________________ 27oc) C) 1 4OIJ ic o o OWNER: (+I)4tji 'W/91 4 CO' 5tkE'' G XA1EAZ!ct. MAILING ADDRESS:TviO CONTRACTOR:'t2Ll MAILING ADDRESS: Ills. D )tAT 6 A4IIItS(low • 9zIl. LEGAL DESCRIPTION: LBf CONNECTION FEE 22 COST PER UNIT _________ x NOUNFFS Dt LATERAL CHARGE: - • TOTAL CHARGES: PREPARED BY ASSESSORS PARCEL NUMBER /7 - -• • (PRINTED NAME) 0 COMMENTS;1I /JA 3 Lr 1i4 .ki5P ovf /M'i 'iti? 5rflkMA'7 -IFJ7 ii - s i)V fU It// '• • •- -- • a t - • • 0 -. '0 -• '0. p 0 WHITE: DIPS GREEN: Finance CANARY: Water PINK: Building GOLD: -Applicant I . • . - - - -- 0 - TO ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers 10505 ROSELLE STREET' SAN DIEGO, CALIFORNIA 92121 (619) 453-5605 jf 7L,J &4 I) THE FOLLOWING WAS NOTED: DATE JOB NO. • -4 PROJECT 4eii7 14414 LOCATION CONTRACTOR OWNER WEATHER TEMP. ° at A.M. 0--at P.M. PRESENT AT SITE I have inspected the materials exposed in the footing excavations for the > subject building). The materials consist essentially of tc.C- oe9D 44ty . /7-;•-•- it:i• ............ as anticipated in our . investigation report. Accordingly, it is our opinion that the footing excavations have been carried to the proper depth and that the materials exposed are suitable for the support of footings designed in accordance with the recommendations presented in the investigation report for the project dated Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and > practices. This warranty is in lieu of all other warranties either express or implied. I /./-& i Ifr-/ ,h?- bi "-I COPIES TO II1©I SIGNED - .-. .'. - .'..S • , • f',. ,... - '-- •-• 5- - - : - - - - - ,/'• 4 _i r ~ , - • . imber Products Inspection, Inc.'hereye,Aife8 that 1thè products identi-- fled below and on attached sheets Nos._Lz are marked with the - Official Mark of Timber Products Inspection, Inc (TFY'arid were manufactured CERTIFICATE A - in conformance with applicable provisiois of Ampat)o'ial (Standard ANSI A190.1-1983, 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 WINDSOR,-CA.',-which plant has a quality, contrl system approved by the Inspection Burèai of Timber Products'Inspèction, Inc . and inspected by a full-time, resident inspector of the Bureau,: periodiëall CONFORMANCE audited by a Bureau Supervisor, and Bureau management -b.. The thanufactue of these members complies 'with the--manufacturing ' and fabricating provisions of Chapter 25 of the Uniform Building Code Further, these described prOducts were manufatured in conformance, with t:GoldSeal.Standard of Excellence as summarized on this certificate. '4 a •5• - - ' Timber JOB NAME NORTH COUNTY PALZA Products JOB LOCATION MARRON RD & JEFFERSON ST CARLSBAD 'CA Ins pection,•CUSTOMER ORDER NO.: '• DATE: 12/12 MFGR.- ORDERNO: 505621 • A ORDER SPECIFICATIONS Fb2400 :- •-, . Certification . S •.-. . - •- •.' 4 - Appearance 314 GLULAM BEAMS/INDUSTRIAL' Adhesive EXTERIOR - ' • .•' ', •' -S %sCtSIos • .- . '. :,. - - S TIP 19 6 :• - '- ' • 5- --k. : '•' .. .5-. - •: •• •• •. ,• 0ZDS' .•. .••. -5--- . .'- .;. 17uICAl%0 , .• ' 5- -.• - •. •• - Signature (._€_t._.5-_ei J_:•-t--. (J - Title Q C INSPECTOR Timber Products Inspection Inc '- .GOLD" SEAL Date FEB. 24, - 1987 Portland Oregon Standard of Timber Products Inspection,-Inc., an APPROVED COMPLIANCE AGENCY NER #275 (superseding ICBO AA507,originally .dated 1946), - .-. Excellence hereby certifies that said company at its said plant is licensed by Timber: - . Producti Inspection, Inc. to use the TP Mark in'respect,of products ' - :- - . which comply with ajp1icab1e provisions of 'said Standard, that the adecjuacy Continuous mixing of 'liquid to ,. of the quality control system in effect at said, plant 'is 'daily inspected ánd ). liquid adhesive. Adhesives comply . verified' by the Inspeciioñ!&ireau of -TP and that i the. judment5-1. 1of TP, with ASTM D 2559 82 i said company is capable of tomplying with applicable manufacturing and - • Member cross-section ere testing p5-rovisions of said Code, Standard, and Report in rëspect'ofproducts moisture content, 12% maximum. manufactured at said plant. TP guarantees that said manufacturer is ' - . qualifled'to produce a product meeting ANSI A190.1-1983 and that its -Proofloaded Tension Zones.: 'plant is daily, inspected and verified by TP,-Inspection Bureau. - U Certified Tension graded lumber to AITC 302 specification Lumber 100% inspected by a TP GOLD SEAL1 CERTIFICATE NO. A 10835- grader certified by an IçBO- . - -' ' - •-• •• -• 'fl-' approved independent agency. Timber Products Inspection Inc • P.O.Box 20455 •'Portland; Oregon 97220 * - • • 4 . 1 * . S ' ; ,-• ' ' . - - l - , •-- ••-• 5 •-••, . .• *?. : .: "5- 'I- - - - . The glulam members of the job covered by this certificate are stamped with one of the following type quality marks. - .- -. r •, '. I ., 4.'. :'- _ '1.' - * - - / '- .... •' • - '' ATYPJCAL CUSTOM PRODUCT QUALITY MARK 4 O COMPANY NAME ordesignationof qualified licensed TI ANSI A190.1-1983 - .1. . Indicates conformance to ANSI 19 86 PROOF LOADED , A190.11983, Structural Glued Laminated - -. Timber. 0LD END JOINTS - ZFICAt-° - . . - -. " -' •- : : * TP® NER 275 IF I 4* - '• -, -' • a - - Indicates that the designated licensed plant - * . , conforms to the GOLD SEAL Standard of . • -- • . . Excellence and maintains an acceptable quality control system which is continuously inspected . -• • . . • by Timber Products Inspection, Inc. A TYPICAL- NON-CUSTOM PRODUCT QUALITY MARK / Identification of structuraluse, designated 'USE --GRADE \ \ by symbols':', B—SimpIe'spañ bending member C—Compression member COMPANY-' NAME T—Tension member \ CB—Continuous or cantilever span 6ending 'member- 19086. £ oOO4 Degnat&appearance grade C°LD S' . •. ANSI A190.1-1983"l Name or designation of qualified liensed 7FICA •,. r '- •i •' LOADED A I I •'.- S - r' Ij Iljr LJMLJPJ L_4 Name of wood species used. TP NER-275 - ... JOINTS . i .,- . . . • END J ' I i Designates applicable laminating speck I fication and combination symbol - ' - . I • . for example: 117-8224F"or"1177823". Indicates that the, designated, licensed plant - Indicates conformance to ANSI • conforms to the GOLD SEAL Standard of A190.1-1983, Structural Glued Excellence an 1mr'às n aceptable quality. - 1Laminated Timber. • . * -.• I . - • . .- . •.•., '. control system which is continuously inspected ' by Timber Products Inspection, Inc. For custom products, the details covering the product are included in applicable documents. For non-custom products, essential details are included on the stamp. - S PAGE 2 OF 4 - MANUFACTURING ORDER 24-F-37 -. NO CIV PLAZA S-H-50562-RM-1 36-DEC-12 NORTH COUNTY 'PLAZA . MARRON RD 9 JEFFERSON ST .. 619-465-2770 CARLSEIASD .. CA R=S-COM SLDR INC . 4 WEEKS' • 5120 GUILD STREET . AFTER RECEIPT OF APPROVED SD LA MESA - CA. 92041' . . . 'J 2 ON TRK/JCE.STE DRAWINGS BY SSI . . . . !NO 2 NOM LAM COMB 24F E.NDS SUND WRAP OlJG FIR ID MARK QTY' WIDTH DEPTH LENGTH CANT L. CAMBER RADIUS CANT R BOARD TAG ELEV L E L E V R FEET NUMBER 3 0B7 46 3-1/4 21 36 ' 0-1/2 175/3 1200*. . ' 15700 52-97 D , D56A 7 3-1/4 21 . ? 0 3 .4 1-5/3 1200* 25.35 96-10/s 0 D61'O 5 3-1/4 21 ' 42 ' 3 ' 6 6 ':ONE '. , 1933 105-1C A ABS 24 .3-1/4 191/2 30 . - . 11/S 1200* .64.42 11O1 A39 1 3-1/4 22-1/2 30 6 1-1/8 1.200* 310 13 B 852 ii 3-1/4 16-1/2 '33 . 3 ' ' 1 120C*. 5 6 703 135-14 'B BBS 13 3-1/4 15 23 0 1-3/3 600* ,2O3 146-1. B . B89 , 59 3-1/4 16-1/2 23 , 0' , 1 . 1200* 12303 16-2 C C38 - 11 31/4 15 25 6 ' . 0-7/3 1200* 1C1' 223 -23 C C 3 9 'l 3-1/a 15 25 6 ' 0-7/3 1200* - ' 13 234 'C' CB1D 12 3-1/4 12 '20 0 . ' 0-3/4 802* , 1304 235-2k C ' C31 '9 '3-1/4 13 • 33 6 1-1/3 1200* . ' 2231 247-2 E EB11 1 3-1/4 13-1/2 11 o . -- . 3-1/2 397 ' 71 256 S - / • . .5' 5 5 ' • . S ECE1V.ED - S • , S • S S . . 0 :3 i9 COLLINS . MANUFACTURING PAGE 3 Of 7 ORDER 24-F EE-37 NO CT? PLAZA S-H -50561 -RG-1 86 -DEC-1 2 SO CO PG.14-A2 NORTH COUNTY PLAZA MARRON RD & JEFFERSON ST 0 619465-2770 CARLSOAD \.., CA RES-COM SLOR INC 4 WEEKS 5120 GUILD STREET AFTER RECEIPT OF APPROVED SC LA MESA . C4 92041 FOB ON TRK/JOBSITE DRAWINGS BY 551 I N D) 2 NOM LAM COMB 2 4 F ENDS BUND WRA? DOUG FIR ID MARK QTY WIDTH DEPTH LENGTH CANT L CAMBER RADIUS CANT R. BOARD TAG ELEV L ELEV R FEET NUMBER O 033 2 6-3/4 30 37 5 1 2000* 2029 43-44 O DB4 2 6-3/4 30 37 .6 1 2000* 2029 45-46 O 035 2' 6-3/4 28-1/2 31 0 . 0-7/3 1600* 1595 47-48 D 033 5 5-1/8 21 36 0-1/2 1-5/8 1200* 2550 49-53 O 059 2 5-1/3 21 42 0 6 6 NONE 1193 54-55 3 5-1/8 22-1/2 ' 27 6-5/8 0-3/4 1600* 1260 .56-58 A AB2 1 5-1/3 27 27 5-5/3 , O-3/4 1620* 504 59 A ' AB3 1 51/3' 22-1/2 32 6-1/2 1-3/8 1200* 496 60 A 435 1 '5-1/8 24 30 6 0-3/4 2000* 495 '61 A 466 1 5-1/3 16-1/2 21 0' , 0-3/8 1600* 236 62 A A67 2 5-1/3 13 17 0 0-1/2 , 800* . 417 63-64 A. A34 '1 5-1/6 .12' 18 .0 ' 01/2' 800* 2: . 147 65 : 5-1/8 22-1/2 31 8 ' NONE ' 6 3859 66-73 • ' 0 ' FECEVED 0 COLLINS PAGE 2 CF 7 NUACTURING ORDER. .24—F3-37 • .• NO CTY PLAZA • S—H-50561—RG-1 - 36—DEC-12 ,SDCO'PG.14—.a2 ,. . NORTH CCUNTY PLAZA MARON RD I. JEcFES0N ST .. 619-465-2770 C.AP.LS3AC - . ES—CDM EL R INC . 4 WEEKS- 5120 GUILD. STEET . .. AFTER RECEIPT OF APPROVED SC LA MESA . CA 92341 . • FOS ONTRK/JO3SITE DRAWINGS BY S-SI IND 2 NOM LAM COM3 2 4 F ENDS -BUND WAP DOUG FIR ID MARK QT Y WIDTH DEPTH LENGTH CANT L CAME - RADIUS- CANT R 30AD - TAG ELEV L . LEV R FEET NUMBER P P81.4 .1 5-1/3 16-1/2 1 3 0-5./:3 806* . 205 20 P P815 1 5-1/8 24 27 5 1 . 1200* 44-6 21' P P31,6 1 5-1/-323-1/2 22 0 . ,, 3-1/2 1O0* 381 22 P P817 1 5-1/3 25-1/2 43 6 ' 1-3/4 1600* ' '750 23. P PE1A .1 5-1/-a 22-1/2 5 0 . - 0-1/2 2000* ' . '332 24 P P328 .1 5-1/s 25-1/2 .30 0 . '. NONE . 4 10 -. .513 25 P PB29.- 1 5-1/8 22-1/2' 30 0 NONE -- - 4 10 457 26 P P330 1 5-1 /3 21 - 31 6 ' 0-314 1600* 2 10 443 27 P P331. 1- 5-1/5 22-1/2. 31 0-3/4 160C* 2 10 430 23 P P332 1 5-1/s 24 31 3 . 5 10 3-1/2 '2000* 508 29 P P333 1 5-1/S 23-1/2 31 '3 . 5 10 33/3 3000*' - - 693 30 Q.3 11 -6 6-3/4 23-1/2 37 6 • . - - 1Z/ 1630* - , - 31-36 .3 - 02 . 6. 6-3/4 23-1/2 37 6 • • - 1-3/s 16CC* m5733 37-42 Iz D • - . - . -: .- - -: . .- . COLLINS MANUFACTURING ORDER PAGE 1' OF 4 24—FE B—E.7 NO CTY PLAZA S —H-505&2—RM—i 86—DEC-12 NORTH COUNTY PLAZA MARRON RD & JEFFERSON ST 619-465-2770 CARLSBAD CA RES—COM BLOR INC 4 'WEEKS 5120 GUILD STREET . AFTER RECEIPT OF APPROVED SD LA MESA CA 92041. F03 ON TRK/JOESITE DRAWINGS BY SSI IND 2 NOM LAM COMB 24F ENDS BUND WRAP DOUG FIR ID. MARK QTY WIDTH DEPTH LENGTH CANT L CAMBER RADIUS CANT R BOARD TAG ELEV L to E L E V R FEET NUM5E P P818 1 3-1/4 18 24 6 0-1/2 2000* . 200 1 P PB19 1. 3-1/4 13 . 24 6 1-1/3 800* 200' 2 P P820 5 3-1/4 13 2 61 0 1-1/4 80* 1057 3-7 P P821 2 31/4 18 26 0 1-1/4 300* 423 8-9 P P.322 1 3-1/4 13 26 .0-1/2 1-1/4 , 800* ' 212 10 P P52.3 1 3-1/4 19-1/2 ' 26 0-1/2 0-7/3 1200* 233 11 P P324 2 3-1/4 18 24 9-1/2 0-3/4 1200* 404 12-13 P ' P525 1 3-1/4 13-1/2 15 0 ' " 0-3/3 . 800* 92 14 P P326 7 3-1/4 13 ' . '25 0 . 1-1/8 306* 1424 15-21 P P627 4 3-1/4 18 24 6-1/4 ' , . 1-1 /6 300* 798 22-25 P P334 5 3-1/4 13 ' 31 6 NONE 7 3 1230 26-30 P P535 '1 3-1/4-1 13. 31 6 0-1/2 1600* 7 3 256 '31 0 D56 20 3-1/4 21 ' , 35 6 . 1-5/8 1200* ' 6724 32-51 RECELYtD ['.:i4U 03 19L: COLLINS BN FORM 116 BIA FORM 1486 / INSULATION CERTIFICATION , This is to certify that, in conformance with the current energy regulations (Ca l i f o r n i a Admuu- trative Code, Title 25, Stale of Calsfornia*) and approved plans, insulation hu been istçl1ed sn the building located at City Street No. (IfAvailable) /1' // $tr..1 Wt Nambr .Trct f lik .11 ig • I 5. DESCRIPTION OF INSTALLATION a. ROOFS . . Type of Material. - Manufacturer VaJ4e*. . XTERIOR WALLS . .., Type of Materi4 .bEirgla Ba ttsThicknes R Y4Je..Al (Or Trod. N.ns.j ' CEILINGS - Type BATT ofMatena 1iberg1as }.attb Manufacturer Qwens—CorTU.i&.mIcknes f vIu (Or Trade Name) Sq Ft Covered BLOWN Type of Material . . . '. Manufacturer. .. •'. -. : -. . No. ags._ . ... (Oil Tied* Name) Wt 18ag - Sq. Ft Covered-_' K Value** LOOkS . .. .: .c.. Type of Material Manufacturer . . . Thickness .R (Or Trade home) S . . St... . ' ................0\. 5LA ON GRADE Type of Material.- ._________. Manufacturer __Thicknes .: _R : . . (Or had, 111 m.) . .. . Width . of Insulation _______- lnciie , FOUNDATION WAU$ (f required) . .41 Type of M4terlai__________________________ Manufacturer —Thick K / .5. . (Or Ireda Name) REMARKS (if desired)\ ' General Contractor (Builder) License Number 0 .......:1' _________- I - Title I $uI4IContract (I I ti c UNITED CALIF INSULATION ucenNer24M (State "SAME" If same as General contractor) .. 99, 10, _A9A VICE P, 'c.compli E in ', cinvinlepoll,vo.Coce, Energy allon Standards, declare%; EXCERIP'T from Sec. I95 of Ifs, t$e. 9110 69101V certtlyln( ffl the inItIon has been Installed in conlormance wIlls the . . .: ... imtsI,.oøs of Ihsne r,dtslallaos shall be completed and •n.csstod ts . No c.rlliicate of occupancy or sImilar cutBflcolloo ItlI onwIy con. Itse Insulation ppllcaler and by Its. bilds.r. This Insulation compliance ilr.t.d hotel, motel, apartment house. some or ofls.r r.sId.ntiI cord shall be posted at a cansplcaoss location within the dwelling.") dwelling In hobiloble shall be Issued by such a baIIdin d.puilm.nl 5. 0 . 0 unl.ss the structure 01 least i!itfit Io minimum InsssigIiq •': 4 f'R Vol0. It the meosate of the resistance at a ,ngl.,igl of building standards esloblished pursuant to this 64pp1.' . component 10 Its. p0550ge of beat. The resiibatsce :value (N) of moss.tppo . :, •. .,' flfulWi9I5t hali not Include any cab, for reflective facing.) 0 ',• ?4j . orn flu. - BUILDING NEWS, INC., 3055 Overland Ave., Los Angeles, Calif. 90034-4213 8709871 .• .,. orrn..1486— BUILDING INDUSTRY ASSOCIATION Of CALIFORNIA, INC., 171 Beverly Blvd., Los Angeles, Calif., 90026-42.44025-0711 aA * - 7.7xlZnew V ROOF TILE FASTENIN'GMETH'ODS, THE RINESSTILETIETM METHOD ' 1: The Riness Tile-Tie System (also known as - - Single Line Tile-Tie) isa labor saving device . 11'10 IF' EXPOSURE for tile attachment and a low cost alternative to the Twisted Wire Tyle-Tye System. Riness Tile-Tie is U.B.C. approved for slopes of - -. 2:12to12:12andc'rT! -used with moslclay . . .. Mission or clay Shingle Tiles Use of the ties as directed results in a non- penetrated membrane and locks together the rows of tile to prevent wind damage, earth- . quake damage or shifting of tile from other causes. . . - RIDGE OR UPPER - onco series of preformed wire ties through the TILE-IIF- RUN - The system consists of interconnecting a END OF RINESS -7.. holes of the tile to provide a continuous an- ..._-: 'chorage against sliding off. Besides being - RIDGE - r - . \ ARD anchored at the ridge and eave line the wire SINGLE-UNE lies are anchored at intermediate points as (RINESS TILE.T1ETW) RINESS TILE- required to avoid overstressing the individual DETAILS ANCHOR TIE' ANCHORS - - fasteners. molt IN e Twisted Wire System or the special 9 TILE strength and in wind areas use the appropri- 714. - % 1%'c\ILE k END AS SHOO TILE C R PAN TILE ate size Wind Lock for all cover tiles or at -. ii. .HOOK least the first three courses at the eave COVERTILES WITH WIND -LOCK WIND-LOCK IS COAIPATI&E WITH ALL FORMS Of lYLE TYT WIND LOCKS . . . BRASS TOGA (ID?) Also known as 'Tile Locks." Wind Locks are ' COPPER TO 5A 11021 GALVANIZED STEEL I? GA (ES) for use with clay roofing tales to all slopes. . ,.-. - . STAINLESS STEEL (004) - . WIND LOCK They provide a locking device for the butt . 10 GA BRASS V STEEL . POET CLAY MISSION 8 S OLE edge of each cover tile. Wind Locks achieve AUTOMATICALLY ,. WIND 10CR CONTROLS FIN 105 greater holding power and are used in high . IxPOSLL 1 . . wind designated areas. Wind Locks are . N WIND LOCKS ARE COMPATELI WITH ALL MT MODS OF.TILE WSTALLATION compatible with all methods of tile attach- stciry t Oil 5 ment and are U.B.C. approved for all slopes. 'EAD '. - . . .• . - . - NAILS SINGLE UNE TWISTED WIRE ..-., •? - ,.. HURRICANE CLIPS. Also known as Storm Locks. The Hurricane HURRICANE CUP - Clip is a strap-type locking device for the . . - . . FWCCIXIIV The VIdCIR7S'W side edge of several types of roofing tile. It ... . Itl9ieMe (MO ba 2) . provides maximum holding power when used - in conjunction with Wind Locks and one of ' the other Tyle-Tye Systems. Hurricane Clips are especially suited for concrete roof tiles. CONCRETE TILE - - HURRICANE CLIP Advantages of the Hurricane Clips include F(2)Is ' or excellent holding power and invisibility of the . . - "' -'a IV part after installation. Hurricaro Clips are an lift lip •. U.B.C. approved for all slopes 0 'VItiiW i0P SbS,A,S I t- 11Lb1 tliuluji? 'uIj2I?_11 U 1 1 Ii?) l4KJ6jliJJA FINAL BUILDING INSPECTION I 86489 •.: DATE:11-6-87 PLAN CHECK NUMBER PROJECT NAME:Marshalls store ADDRESS:1834 marron Rd Store PROJECT NO _________________ UNIT NUMBER _________________ PHASE N6-'7 8 TYPE OF UNIT retell store NUMBER OF UNITS ' CONTACT PERSON Dane c- DEP '"'VC CONTACT TELEPHONE 34-1540 Ti -N!- all dept INSPECTED DATE BY: INSPECTED: _DISAPPROVED 'INSPECTED . DATE • : BY: ;• INSPECTED: .. APPROVED DISAPPROVED INSPECTED',DATE BY _______________________ INSPECTED APPROVED :.INSPECTED::" ______ DISAPPROVED COMMENTS • • 0 - . • • 0•• •• • • .. .•'' ,; •i•"•.• .- 0 . • • 0 Rev. 1188 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire 0 • •- •........ . . . • _. ':'.j- .00 • •:'. ........ FINAL BUILDING INSPECTION RECEIVED WO'! 09 1987 PLAN CHECK NUMBER: ___86-489 __________________________________ DATE: 67 PROJECT NAME: Marsh tore , ADDRESS:• 1834 marron Rd--Marshl1s Store PROJECT NO.: UNITVNUMBER: ' PHASE NO.: TYPE OF UNIT: t'ot&I store - NUMBER OF UNITS: Dam CONTACT PERSON: 434-11540 . ..- CONTACT TELEPHONE: V all dept SPEC TED INSPECTED __________ APPROVED DISAPPROVED V INSPECTED '" DATE,. V V BY: V INSPECTED:' V APPROVED ______ DISAPPROVED V ". ' V•' ' INSPECTED V DATE BY: ' - INSPECTED: ' APPROVED' ______ DISAPPROVED' V V COMMENTS: V V ' V. Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire - _V _ V ",VVVV'V V 'V ''•'• 'V V V V FINAL BUILDING INSPECTION . PLAN CHECK NUMBER:. 86-489 . DATE: 11-6-87 PROJECT NAME:. Marshafis store ADDRESS 1834 marron Rd--Marshafls Store PROJECT NO.: ' UNIT NUMBER: ' PHASE NO.: TYPE OF UNIT ttOiL_store, NUMBER OF UNITS CONTACT PERSON: Dafl '. . . .. . . . CONTACT TELEPHONE:_ 1540 afidept •"' ..... . . . . . INSPECTED: I9 APPROVED uJSPECT/.PATE DISAPPROVED . . INSPECTED ." :. DATE ' • . . . . . . . . , BY: . ' INSPECTED: ' APPROVED ______ DISAPPROVED'- INSPECTED .. DATE . . ., . .. BY: :. . . INSPECTED:,APPROVED , DISAPPROVED'_____ . . . COMMENTS: • . . . • r :-- . . Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY:.Utilitiés PINK: Planning GOLD: Fire • . . • , '.'. .. . ,,. - -•• • . . . ,Z , - ::' ' ,. ... .. '"' ..4' - ... -: -. -: ..• ., S .-'v ')it- • it WO -79 FINAL BUILDING INSPECTION PLAN CHECK NUMBER DATE 7-2-87 S.. . . PROJECT NAME: County Plaza. ADDRESS 1834 Haron PROJECT NO.:. . UNIT NUMBER: . . PHASE NO.: TYPE OF UNIT:. NUMBER OF UNITS: CONTACT PERSON: John S S S •. . 1 434-1540 CONTACT TELEPHONE . . • • . . . U dept • . .. • . S • INSPECTED DATE INSPECTED: __APPROVED _DISAPPROVED INSPECTED. .. . DATE BY: • . INSPECTED: • APPROVED DISAPPROVED -. INSPECTED : DATE.. S INSPECTED: •_S APPROVED DISAPPROVED S • COMMENTS S • 4• . S 5 S . . • . S 5•'' - .. S • 5 . 5 . . . . "S - •\ Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PlNK:'Planning GOLD: Fire ESGIL CORPORATION 9320 CHESAI'EAKEDR., SUITE 208 SAN DIEGO, CA 92 123 (6 19) 560•I468 DATE: t\)) B(p DAPPLICANT / I DJURISDICTION JURISDICTION: flPLAN CHECKER ÜFILE COPY PLAN CHECK NO: 9 -at: [1 UPS 0 DESIGNER PROJECT ADDRESS: , -Vos roy\ 0-t- e-~~er so,6 PROJECT NAME: L The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. S The plans transmitted herewith will substantially comply with the jurisdictior's building code when minor deficien- S cies identified +fle 'ccxks oepviare 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 fist transmitted herewith is for your informati.on 0 The plans ar being held at Esgil Corp until corrected plans are submitted for recheck. O 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: E Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil been: staff did advise applicant thAt the Person contacted: (.0c4 lan check has completed. Date con acted: ____ Telephone #297Oa REMARKS.t )O+e OC\' k-cs deAoi1. cink CaA c ,o ç +• ()• ac( ç QgJ0j: IOc O kOJS\ e (P/lO ec 4i ('{1. e. e oô\e .S-1 ®o ( *E t .5 \ •qc( 4o By : ESGIL CORPORATION End osures: ESGIL. CORPORATION 9320 CIIESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 . . (619)560•I468 . . . DATE: S . JAPPLICANT ThRISD.ICTION JURISDICTION: . AN CHEC 9 FILE COPY PLAN CHECK NO: 8(o- 4 9 Tt . . 9UPS []DESIGNER PROJECT. ADDRESS: fçcc . PROJECT NAME:• _ROS'cOJ 1.s L The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. . . .. 0 . The plans transmitted herewith will substantially comply with the jurisdiction's building code.when minor'deficieh- .0 -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 S S and resubmitted for a comple4- The-check list transmitted herewith is for yburinforEnation. S :The plans are being held at Esgil Corp until correctec H. plas are submitted for recheck. c\e ±e . ..O The applicant's copy ofthe check list is enclosed for the . 0• jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to O Esgil staff did not - advise the applicant contact person that plàn.check has been completed. . S Es.gil staff did advise applicant tha .L the plan check has beencompleted. Person. contacted: u'c* Thrc2.ke . Date contacted: Telephone # REMARKS: t i t c4 'Al VV1 t-:' r By: r&L (k4 nclosUres: ESGIL CORPORATION vide a complete architectural section of 156 Show separate sources of power for exit e corridor, and-extor.aor--exa--ba4eony7--howng iliumlnat3.on _cigns.. (Occupant load allfe-res-ive--mater.ia-1e-and-deta.i-].&--of- exceeds 999 in A-1,'500 in A-2/2.1, 150 'in .construetion-f4-.a-l-1-fieors, walls, roof and all churches, 100 in I's, 500 in B-2 occupancies). penetrations. Section 3305 (g). - Section 3313 (b) 2. )Jc Ceilings of combustible materials cannot be The exit sign locations as shown are not suspended below the one-hour corridor ceiling, adequate. Section 3305 (g). S ,)4Corridor walls may terminate at the ceiling N. ELEVATORS only if the ceiling is an element of a one-hour Provide notes and details to show the fire-resistive floor or roof system. elevator will comply with Sections 5101 through Section 3305 (g). 5105. See attached details for approved methods of GLASS CTAZDIG providing one-hour corridor construction. 1 ecify on the window schedule the glass type When two exits are required, dead end • and thickness to show compliance with - corridors and exit balconies are' limited to 20 Table 54-A and B. 1OQF R?.o'kri feet. Section 3305.(e). Exterior exit balconies be located in _.1r5I cannot 1 . ecify safety glazing for glazing in zardous locations such as giassr=deer3, glazing areas where protected openings are required. adjacent to such doors and glazing adjacent to Section 3305 (i). walking surfaces. Section 5406. N. ECET.SIGNS ' Glazing, in the same wall plane as a door, Exit signs are required for exits serving an must be safety glazing if within 12" of the door and less than 60" above the walking surface, occupant load exceeding 50. Show all required ' unless the glazing is leaded or faceted glass. exit sign locations. Section 3314 (a). - -• 5406 (d) 7. ,)51 Show that exits are lighted with at least one Otion ass in excess of 9 sq.'ft. with the lowest foot candle at floor level.' Section3313 (a). less the 18 inches above a walking surface • shall be safety glazing or shall have a Show that the power supply for exit • horizontal member not less,than 1-1/2 inches in illumination and exit signs is provided by two , width and located between 24 and 36 inches above • • • separate circuits. (0ccupant load exceeds 50 in the walking surface. - I occupancies and 100 in H occupancies and 300 ' in all others). Section 3313 (b).l. • S - S Provide fire sprinklers The foundation plan does not comply with the following soil report recommendation(s) for this project Section 506, 507, 508 or 3802. See also isdiction ordinance. 8 '1 e serving more than 100 sprinkler heads, Provide notes on the foundation plan listing Qe utomatic sprinkler systems shall besupervised soils report recommendations for foundation by an approved central, proprietary or remote, slab and building pad preparation, station service, or shall be provided with a local alarm which will give an audible signal at' 1 . te on the foundation plan that: "Prior to a constantly attended location. e contractor requesting a Building Department foundation inspection, the soils engineer shall Provide class standpipes per Section . advise the Building Official in writing that: 3807. A first story as allowed by Section 702 shall be included in determining the number of the building pad was prepared in stories when determining if standpipes are accordance with the soils report: required. Section 3806. the utility trenches hive been properly R. FOUNDATION .. backfilled and compacted, and; Provide a copy of the project soil report Q. - the foundation excavations, forming and epared by a California licensed architect or reinforcement comply with the soils civil engineer. The report shall include . . report and approved plan". foundation design recommendations based on the . engineer's findings and shall comply with tJBC >1i. Provide spread footings for concentrated Section 2905. c, OLL gp2c'- loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or )$( Specify on the foundation plan or structural. architect. Chapter 29. . specifications sheet the soil classification, . .. .. the soils expansion index and the design bearing Show height of all foundation walls. . capacity of the foundation. . - . . Chapter 23. . ,81'rovidea letter from the soils engineer . Show height of retained earth on all confirming that the foundation plan, grading foundation walls. Chapter 23. plan and specifications have been reviewed and . . that it has been determined that the ' .. Show distance from foundation to edge of cut recommendations in the soil report are properly or fill slopes and show slope' and heights of incorporated into the plans.. (When required by cuts and fills. Chapter.29. the soil report). . . . . . •. Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. • . 16 •. . . ..• . . . • . - 4/23/86 . . . . . . .• . V Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title. 24 Construction Compliance Statement Requirements". - DoC260.-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, 4please contact (2OJ at Esgil Corporation Thank you. Enclosures 1. .2. 3 AL MUST (}3LeDa WcL..L • 'T1UCTu'RPL • • '2J _-ç-3\1(kc - c..-uccJ QGjQtJ..t&h(vfls c)C *'f acs rruk_c~i ccYc,QoVy'+S c ei +-cai cc GL s cicc — as o_ •(1ce(. ryr cec- +-e1 kirL, . $(VV1 c C\C & , 2J G L , A &e' c4 +\ cc xcy-r Sôc CL? '/'O( (/4'?,'z .'cc 92 cr++ t Cs.T\'e. --.--• * RuLbrn+ \ivi\ vui Qo-n* c\e+cLs O'ic\ r\ec-1 4/23/86 • - '. _ DICTION:C//Yc - LAN CHECK NUMBER: _g,_t/' PLAN CHECKER: 1. Submit complete electrical plans and specifications. - 2. Submit complete-one-line- diagram of service and feeders; show conduit and wire sizes; specify aluminum or copper conductors- and type of insulation. Indicate sizes.of fuses and/or . circuit breakers. . . . . 3.. Submit electrical load calculations and/or panel schedules. 4. Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-98/110-9. S . 'Show exit signs on the electrical lighting plan. Note: Power for exit lights and emergency lighting must. conform to the 1982 UBC Sections' 3313 and 3314. . . . • provide, receptacle(s) within 25' of the -roof mounted • .\Y A/C units. UMC Section 509.' • . ' ,. 7. Indicate the grounding system to be- installed for (a) building service (b) transformers. . . 8. . All circuit breakers switched 120 VAC light circuits, must use only type "SWD" circuit breakers. NEC 110-3b. S. 9.-1 Indicate (a) existing building load, (b) added. building.load per Item 3, and (c) size of, existing service when new service is not required. . • - . - - • • 10L All conductors within a building section allocated to a ,' ' • •. - service must have a disconnecting means located at that service. NEC 230-70. -. • . - - . 11. Submit calculations for maximum allowable connected lighting •• . load per CAC, Title 24, 2-5343 & 2-5344' ' •, S - • '(Energy Documentation Form 5). • S • • 12-. Provide multiple switch lighting controls per CAC, S 'Title 24, 2-5343 & 2-5344. - •• - - Co RL 6 T c f c x,r,t-.i 3/10/86 p . > E77 - — 2° - — - * - - -. - - -. -. - - L11U i.pi•; Juililifl.iitP3I1 4LU !itUi, - *0 0 n — CA I;:d p t . N 5-0 A CL LA CL n 5 . z E 'o o 94 r. - q in S. c CL a . ° %n 75 2-c 'R 03 M A 0. 0 o- °2 cr " u a - ; ..... CL A cro :e Dlitl L1 0- wL P1 ! _gos g o 3 Ell g nfl .-- -r', P1 a0 P; - fl_V0 fl0 , fl n flfloC 0 - 0 — Ow c° 3 0* oo n -a° - o fl Q52 - —. 5. ' n ft -A g.J U- cr ! A c:_ U1 - - çi - r - '10. The width of the required level area on the side Into which the door 5ih95 shall extend 24 inches past the stribe edge for exterior doors and 13 inches gist the strike edge for interior doors. 11. The space between two consecutive door openings In a vestibule serving other than a required exit stait-.ay snail provide a mintns.vaof 40 Inches of clear space from any door opening into the vestibule when the door is open 90'. Door,. into a vestibule shall swing in the ashe direc- tion or they both shall swing away (tom the vestibule. 3. CR1DOtS Aw CXII e.es.cotcs (-SEC. 2-3305) L. Corridors that .se..d 200 feet In length shell: a. Hase a ainissuai clear width of 60 inches; - b. Have at a' central location, a 60 inch a 60 inch 'minionum wheelchair turning/passing space; or Have at a central location, an intervening cross corridor (einiasjae 3.4"); or Have at a central location, an openable door which provides complying access to an area adjacent to the corridor. K. STAIRWAYS (SIC. 2-3306) Handrails shall extend a minimum of 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. The handgrip portion of handrail, shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension or the sisape shall Provide in equivalent 'gripping surface and shall have a smooth surface with no share Corners'. The upper approach and the lower tread of each interior stair and every tread of exterior ,stairs shall be marked by a strip of clearly cs- trasting color, at' least 2 inches wide, placed parallel to, and not more than 1 inch from the nose of the step Or landing to alert the visually impaired. (Applies to stairs with-2 or mare risers) Open stairway. cc, not permitted. Risers shall be sufficiently solid to prevent the passage of. objects larger than 1/4 inch. Tread surfacil shall be slip-resistant and shell have smooth, rounded or d's.teced exposed edges. The lover front edge shall be beveled or rounded. hoeing shall not project more than 1-1/2 Itch Past the fact of Ui.. riser below. L. RAMPZ (SEC. 2-3307) I. The slope of a ramp shall not exceed I in 12. 2. The top landings on a ramp must be at least 60 inches in depth. S. 111 door swings onto a top landing the landing depth shall be not lea., than .42 inches plus the width of the door. The top landing shall have a width not less than its depth. The top landing shall extend not teas than 24 inches beyond the stake slide of the door at exterior ramps and 18 inches at interior ramps. ' 6. The bottom landing shall be not less than 72 inches deep. Intermediate landings shall be provided at turnoand whenever the change in level exceeds 30 inches. Intermediate landings on straight ramps shall have a depth of not les, than 5•13•• Intermediate landing, ' on ramps that turn greater than 30 degrees shall be not less. than 6 feet in depth. 9. P_amps shall be not less than' 4 feet wide. 10. Ramps serving a primary entrance for An occupant toad of 300 or more shall be not less than S feet wide. ' II., Handrala shall be placed on each side of each ramp and' shall extend 12 inches beyond the 'top and bottom of the ramp. .12. Surfaces of ramps shall be sup resiaUnL PAGE 3 M. CICVATCRS' (SIC. 2.310)) 1. At tacit one elevator shall have a asns In- side car platform of 6 1e'et.6 lret.ea aide by 4 feet 3 inches deeD sith a einiv.,e clear o*nssnq width of 42 incries in buildings mare. than three stories in height and in all buildings where - elevators are required. Z. Passenger elevators in buildings Other than those required in No. 1 above and serving on occupant load of mare than 30 shall have S minim.,. inside car platform of S (site inches wide by 4 (eat 3 Inches deep. Doors shalt be 3 feet clear aide slide-type. Passenger elevators Its buildings other than theee required in No. I above and serving an occupant load of less than 30 shall have a minimum inside ear platform of 4 teat 6 inches wide by 4 (eat. 6 inches deep. The door opening shall be at least 2 feet 6 Inches elect width. All passenger elevator, shalt have handrail 10- cated 2 feet 6 inches to 2 feet 10 inches above the Car platform. 3. Elevator car operation buttons need to be,.Lth- in reach of wheelchair users and 'of,a type that blind or partially sighted persona can identify as required by Section 2-5103(m) 6. Wheelchair lifts shell comply with Sec. 2-5106 N. WFUCE .IRCAS,(SZc. 2-3303 )(FIRE r.AR$IdC RE.&AtC0 XCt2PiClCS) 1. Every multi-story building where access is pro- vided for the physically handicapped shall have designated (-signed) rooms or areas on each floor to provide safe refuge for the handicapped. Refuge areas are not required on stories opening to grade or 'ellis -ramps to grade or in stories used only as service basements or only' for park- ing. 0. TZLZPI43(S cszc. 2-511) 1. General. If public telephones are provided, they shall comply wUh Section. 2-511(d) P. (t.ECTRICAI. I. Electrical receptacles 63, 20 and 30 -maps) shell be at least 12 Inches abovetia. floor. ' ' Section 3-210-50(e) Seltchas and controls for lights, appliances, cooling, heating aid ventilating e'quipeent aSsaIl be not less than 3 feet nor more than 4 feet above the floor. Section 3-380-0 (c) fire alarm initiating devicei shall be 38 inches above the floor, ground or sidewalk. GChatter3 Section 3-760-3.1 SPCIfIC OCQ2AMC'r RCOUIRCZENTS 2.6 through 2.14 have specific occupancy requirements for 'see,,, in addition to the general requirements listed above. Provide notes 'and do- tails to comply eith________________________________ Ii (1 €C..1 eV( I \9.cK . ' ,+Ck.sf • 102385 . ESGIL CORPORATION 9320 CI(ES\PEAKE DR..-SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468. DATE:to)18C, OAPPLICANT / JURISDICTION: LOcOc\ OPLAN CHECKER FILE COPY PLAN. CHECK NO: Co 4 9 I [)UPS [)DESIGNER PROJECT ADDRESS: kW_ cc'c\ PROJECT NAME __ SVA G_ ___________________________ 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 D with the jurisdiction's building codes when minor deficién- • cies identified - . are resolved and checked by building department staff. The plans transmitted herewith' have significant deficiencies D identified on the enclosed check list and should be corrected . and resubmitted for a complete recheck. The check list transmitted herewith is for your information. ........The plans. are being held at Egil Corp. until corrected . plans are submitted for recheck. fl The applicant's copy ofthe 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: iP Cuc1cckc \1D(o5.4c*ek cCk c3. 2OO) S, • E9il staff did not advise the applicant contact person that plan check has been completed. • . , Esgil Staff did advise applicant tha,t the lan check has ... been completed. Person contacted: (_Uc+ k Date contacted: Jio/c Telephone #97-cDY\ E REMARKS CP By (\f(ck( Enclosures ESGIL 'CORPORATION a. - - PLAN CHECK NO FOREWORD: PLEASE READ JURISDICTION:Qc \ac Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National ( *Tcii'ce. '' Electrical Code and state laws regulating energy TO:• ' conservation, noise attenuation andaccess for - I ( (o (\1I the handicapped. The plan check is based on I l ' • oL-CO regulations, enforced by the Building Inspection (Th - C Ca Department. You may have other corrections . based on laws and ordinances enforced by the C r Planning Department, Engineering Department or 1 other departments. PRO= DATA - Present California law mandates that OCCUPANCY construction comply with Title 24 and the I era) \ applicable model code editions adopted, with or BUILDING USE: without changes, by the various state agencies, \ / authorized to propose building regulations for TYPE OF ,CONSTRUCTION:— enforcement at the local level. Code sections. ,- z7000 cited are based on the 1982 UBC. ACTUAL AREA: The above regulations apply to construction, ALIAY.IABLE AREA:'--' regardless of the code editions adopted by ordinance at the local level STORIFS_____________ / The circled items listed need clarification, BXI: '• . ' . modification or change. All items have to be \1 , satisfied before the plans will'be in SPRINKLERS:1 conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform OCCUPANT LOAD I ( Building Code, the approval of the plans does not permit the violation of any state, county or city law R1ARKS To speed up the recheck process. note on this - . . list (or a copy) each correction-item has _where PLAN(X)RRECIIONSHEKI , , , been addressed, i.e.. plan sheet, specification. GENERALCOMMERCIAL ' etc.'.Besuretoenclose _the marked up list when you _submittherevisedplans. Date plans received by jurisdiction: . .• .' . - Date plans received by Esgil Corp 9/1 5/c Date initial plan check completed: ' . ' JO/9/B(c7ByC\k)CUkP1)(1i( Applicant contact person cofi t~-n-kf- Tel.,297(\3\ NOTE PAGE NUMBS ARE NOT IN SPXUF2ICK AS PAGES HAVING NO IT4S NEEDING (RRION WE DITV1 List No 30, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS 4/23/86 C . . PLANS Show on the-Title Sheet all buildings, structures, walls, etc. included under this () Please make all corrections on the original application. Any' portion of the project shown tracings and submit two new sets of prints, and on the site plan that is not included with the any original plan sets that may have been building permit application filed should be returned to you by the jurisdiction, to: clearly identified as "not included" on the site plan or Title Sheet. Esgil Corporation, 9320 chesapeake Drive, Suite #208, San Diego, California 92123, ..8( Provide a Building Code Data Legend on the (619) 560-1468. Title Sheet. Include the following code Please make all corrections on the information for each building proposed: original tracings 'and submit two new sets of Occupancy Group prints, and any original plan sets that may Description of Use have been returned to you 'by the jurisdiction, Type of Construction to: ', ' Sprinklers: Yes or No Stories The jurisdiction's building department. Height Floor Area GENERAL Justification to exceed' allowable area Provide the site address and a vicinity in Table 5-C. sketch on the Title Sheet. Justification to exceed allowable height or Provide the names, addresses and telephone stories in Table 5-D. numbers of the owner and the responsible design ' professionals on the Title Sheet.' SITE' PLAN A5. ll sheets of the plans end—the—f±rs-.sheet Provide a fully dimensioned site plan ecalculationg are required to be signed by , drawn to scale. Show:. North arrow, property the California licensed architect or engineer lines, easements, streets, existing and proposed responsible for the design. Please include the . buildings and structures, location of yards used California license number and the date the plans * for allowable increase of -building area and are signed. PL\c. t'kt..c, ELEc-rL dimensioned setbacks. ' Indicate on the Title Sheet whether or not )10 Provide a statement on the site plan a grading permit is required for this project. stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". 2 4/23/86 Clearly designate on the site plan existing '' Buildings over one story and containing buildings to remain, existing buildings to be courts shall have an assumed property line for demolished, buildings to be constructed under the purpose of determining required wall and this permit and any proposed future buildings. opening protection of court walls, per Section' 504 (c) See possible exception. Please show ,X1 Show on the site plan all proposed walls, how the court walls will be made to comply. with. retaining walls and fences. Specify their o Section, 504 (c),. heights on the plans. , 2_O 20. The exterior walls less than feet Clearly dimension building setbacks from a property line or an assumed property line, property lines, street centerlines, and from all shall be \_4(Z fire-rated construction. adjacent buildings and structures on the site Section plan. () Exterior walls shall have a30 inch parapet Show and dimension on the site plan all ,4( () when less than IC) feet to .a property line building projections including eaves, balconies, or an assumed property line. cornices and similar appendages extending beyond j (See exception, Section 1709..) the exterior walls. Cl) 22. The exterior wall, shall have protected Show on the site plan, or provide the openings (3/4 hour) when closer than I O grading plans, showing finish floor elevations, feet to a property line or an assumed property elevations of finish grade adjacent 'to line. Section 5O4. ' . (b). buildings, drainage patterns and locations and. . gradients of cut or fill slopes.. . _za The exterior walls shall have no openings when closer than . feet to a property line Show dimensioned parking layout including or an assumed property line. Openings include any required handicap access spaces. windows, doors, scuppers, vents, etc. Section 03 (b). Show the location of any designated flood plains, open space easements, or other , Eaves over required windows shall be not develOpment restricted areas on the site plan. less than 30 inches from side and rear property lines. Section 504 (a). D. LOCATION ON P)im When.two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof, cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. ' 12r6 Projections may not extend more than 12 inches into areas where openings are not allowed. Section' 1710. 3 4/23/86 Projections over, public property must comply with Chapter 45. Projections may not extend more than one-third the distance from the exterior wall to .th& 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 - -- 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 openings are required to be - protected. Section 3305 (i). Exterior stairways shall not project into - yards where protection of openings is required. Section 3306 (n). - - - 3( Yards or courts serving as required exits for 10 or more occupants must be at least '10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings' shall be protected by fire- - assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition - - and Section 3311 (d). - - Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same - fire-resistive rated protection as the wall, or as required - for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section 03 (b). E. BUMIM. AREA - 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). - As shown,, the building(s) is/are over area for the Type of Construction shown. Table 5-C. The total floor area of a multi-story - building cannot exceed 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. - - 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). A básëment need not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area - - permitted for a one story building. - Section 505 (a). F. AREA SEPARATION WALLS Area separation walls may separate portions of a building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type-I, II-F.R., III and IV buildings; and two-hour in Type Il-one-hOur, Type II-N and Type V buildings. Section 505 (e) 1. )Uc Openings in four-hour area separation walls are required to be protected with three-hour fire-resistive assemblies, and 1-1/2 hour fire-assemblies in two-hour area separation walls. Section 505 (e) 1. I*< Openings in area separation walls are limited to 25 percent of the length of the wall in each story. Section 505 (.e). If area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections), the exterior walls,. and projecting elements above, must be of one-hour construction on each side of the area separation wall 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. () All area separation walls must extend in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. Section 505 (e) 3. Tt+is IPPLES At WALLS AACJE3T To Ecti Two-hour area separation walls may. terminate at the roof sheathing provided that: Where 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 construction for a width Of not less, than 5 feet on each side of the wall. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. C. Openings in the roof shall not be located within 5 feet of the area separation wall. Section 505 (3). 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. Area separation walls, which separate portions of buildings having different heights, may terminate 30. inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construction with 'openings protected by three-fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one-hour for the entire span. In each case, construction supporting the roof/ceiling shall - also be one-hour construction. . Section 505 (e) 5. X. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505 (e) 5. Show the basis for the approved fire-resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet, i.e., Item Number in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Gypsum Fire Resistance Design Manual, Item FC 5406). 53. See the attached article, "Area Separation ails Revisited", and incorporate appropriate data and details on your plans. /LSC' SEE. COMMEIJT Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) 1-5. Provide a note on the plans stating: "Plumbing and conduit penetrations of the area -' separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". Section 4304 (e). G. BIJILDING HIr/S-roRIgs Clearly show the maximum building height based on the definition in Section 409. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. The height and number of stories cannot exceed that shown in Table 5-D. Show the code basis for the height/number of stories as shown. One additional story would be permitted " beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (substitute for one-hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1. H. FIRE-RESISTIVE CONSTRUCTION Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 508. ,4 Provide details of the one-hour fire- resistive construction. Include roof/ceiling assembies, floor/ceiling assembies, wall assemblies, post and beam assemblies, etc. Maintain one-hour fire-resistive wall construction at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (e). V)±I3'\ 2c• os€'Q c*ioy &k, \/3i. 1 6 4/23/86 Detail and reference ICB0 number or other approval for horizontal fire assembly using trusses. Section 4303 (b) 6. Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303 (b) 6. Roof/ceiling and floor/ceiling-assemblies must be of one-hour construction. Detail fire assemblies on plans along with their ICB0 number or other I.D. number from the Fire-Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. IJBC. Detail water heater vents located inside fire-resistive wall construction or within fire-resistive shafts. Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). 17(C Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will, be maintained at floors and roofs. Section 1706. Note on the plans that elevator doors must be constructed and installed in the same manner as a -hour fire assembly, even though elevator doors are not, identified with fire labels. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per Section 4303 (b) 5. As a' minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground. for impact protection. 7). Structural members such as beams supporting 7more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. Clearly specify minimum thickness of walls and slabs to provide -hour fire-resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at fire-rated floors, fire-rated columns, fire-rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. - Detail all plumbing and electrical penetrations at occupancy, area, corridor or other fire separation walls as specified in Section 4304 (e). Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. 77. Clearly label and identify on the plans the ire-resistive corridors, area separation walls, shafts, -oeeupano-eeparat ion -waHs-emd-4.]oes, -exit court-iess-th l0eet-aide-and-.e.jt ene1esttr, along with their hourly ratings. Section 302 (a). I. INTERIOR WALL AND CEILIM FINISH J. OCCUPANCY SEPARATION Foam plastics shall not be used as interior A -hour occupancy separation is ,)3J finish except as provided in Section 1712. required between occupancy and the occupancy. Table 5-B, When walls and ceiling are required to be Section 503 (d), Tables 43-A, B, C and fire-resistive or noncombustible, the finish Chapter 43. material shall be applied directly against the 0 fire-resistive construction or to furring strips 8 Administrative and clerical offices0and not exceeding 1-3/4 inches. The furred space similar rooms need not be separated from other shall be filled with inorganic or Class I occupancies provided they are less than 750 sq. material or fire stopped not to exceed 8 feet ft., less than 25 percent of the floor area of in any direction. Section 4203, 1. the major use and not related to an H-i or H-2 When finish materials are set out or dropped Occupancy. Section 503 (d). more than 1-3/4 inches from fire-rated walls or ,..8 Provide -hour fire-resistive door ceilings the finish material shall be Class I or assemblies in the -hour occupancy sprinklered on both sides or attached to separation. Section 503 (c). noncombustible backing or furring strips. Section 4203, 2. The required three-hour rated occupancy separation between B-i and R-1 occupancies may 8I. Hangers and assembly members of dropped be reduced to a two-hour rating when the B-i is ceilings below a one-hour ceiling assembly shall limited to the storage of passenger vehicles, be noncombustible materials except in Types III and the provisions of Section 702 are not and V construction, where fire-retardant treated applicable. Table 5-B. The two-hour occupancy wood may be used. Section 4203, 2. separation may be further reduced to one-hour, if the aggregate area of B-i occupancy within All interior wall or ceiling finishes less the building does not exceed 3,000 sq. ft. than 1/4 inch thick shall be applied directly Section 503 (d). against a noncombustible backing unless it is in accordance with an approved tested assembly. A B-i occupancy in the basement or first Section 4203, 4. S story of a building housing a group B, Division • 2 occupancy may be classed as a separate 83. Provide a note on the plans or on the finish Ibuilding. The building above may also be schedule, "Wall and ceiling materials shall not considered a separate and distinct building for exceed the flame spread classifications in UBC the purpose of area limitation, limitation of Table 42-B." number of stories and type of construction ONLY if the following Section 702 conditions are met: 8 0 4/23/86 •• B-i is Type I construction. B-1/B-2 is separated by a three-hour occupancy separation. . C. B-i. is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.). d. The maximum building height does not. exceed the limits in Table 5-D for the least type of construction. The Type I construction is required to have protected exterior wall openings when located within 20 feet from a property line. Section 1803 (b). In Type I construction, no openings are permitted in exterior walls less than 5 feet from a property line. Section 1803 (b). S All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive, construction, and openings therein shall be protected by a one and one-half-hour assembly. Section 503 (c), Tables 43-A, B, C and Chapter 43. Structural members supporting an occupancy separation must have the same fire-resistive 'rating as the separation. Table 5-B, Section 503 (.d), Tables 43-A, B, C and Chapter 43. No openings are allowed in a four-hour fire-resistive occupancy separation wall. Section 503 (c). . . . Openings in a three-hour fire-resistive separation shall be protected by a three-hour assembly, and openings' may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (d), Tables. 43-A, B. C and Chapter 43. A two-hour fire-resistive separation shall be not less than two-hour fire-resistive construction. Openings shall be protected by a one and one-half-hour assembly. Section 503 (c), Tables 43-A, B, C and Chapter 43. A one-hour fire-resistive separation shall" be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c), Tables 43- A, B, C and Chapter 43. Occupancy separation wall penetrations' must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 square inches per 100 square feet Of wall, may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. Section 4304 (e). ,,( Fire-resistive floors used for occupancy separation shall have openings for mechanical and electrical equipment enclosed in shafts per Section 1706. ' ,..99Clarify that wiring within concealed spaces complies with Section 4305 (e). ,OCDucts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306 (j). 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). Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire-resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). Basements require two exits. Section 3303 (a). Total width of exits in feet shall be not less 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. 131e 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 along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303 (d) (See exceptions). .kDouble 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). Usable space under the first story, when constructed 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. Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. K. ix-im all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). ,,104' Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 3303 (è). The maximum 'number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303 (a). Where a required exit enters a yard or court the minimum width of the yard or court shall be 44" and the yard must be unobstructed and lead 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. Exit doors should swing in the direction of egrees when serving occupant load of 50 or more. Section-3303 (d). See doors Qith Exit doors should be openable from the inside out the use of a key, special knowledge, or effort. Section 3304 (c) [Note that exit doors serving l0 or less occupants may have a night latch, dead bolt, or security chain per Title 24 2-3303 (c).]' aCExit 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). ).~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 - Regardless 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). A door may open over 'a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the 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 when 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). - 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). 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 @ 16" O.C. nailers. Section 3306 (m) (n). "dings 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 3306 (g) and Section 3304 (h). 11 4/23/86 Stairways from upper levels which extend Exit enclosures should include a below the level from which egress from the corridor on the ground floor extending building is provided, shall have an approved to the exterior (see exception). barrier to preclude exiting into such lower Fire-resistive construction should be levels. Section 3306 (h) & 3309 (e). as required for the exit enclosure, including protected openings. Only )Vertical distances between stairway landings exit doors are permitted to open into are limited to 12 feet. Section 3306 (i). the corridor. All interior stairways and ramps shall be An approved barrier is required at the enclosed. An enclosure is not required if ground floor to prevent people from serving only one adjacent floor and not accidentally continuing to the lower connected to stairs or corridors serving other, level. floors. Section 3309 (a). • Usable space is not allowed under the Stairway riser must be 4 inches minimum and stairs. 7-1/2 inches maximum and minimum run shall be 10 inches except in winding, circular or spiral 1131V10ccupied floors more than 75 feet above the stairways. Section 3306 (c). the highest grade should have all exits from the building in smoke-proof enclosures. _].a1'Winding and spiral stairways are permitted Section 3310 (b). only in residential occupancies. Section 3306 (d). 0 ]5n buildings four or more stories, one • stairway must extend to the roof. ).33Stairways should be enclosed as specified in Section 3306 (0). It must be in a smoke-proof Section 3309: enclosure in buildings over 75 feet in height. • A first story as allowed by Section 702 shall Two-hour fire-resistive walls are be included in determining the number of stories required in buildings of Type I and when determining if a stairway to the roof is II-F.R. Construction, and in all required. Section 3306 (o). buildings over four stories, and one- • hour elsewhere. Note "Doors into exit enclosures shall comply with Section3309 (c)." Only exit doors are allowed to open into exit enclosures. C. Doors should be labeled one and 0 • one-half-hours or one-hour fire 0 • assemblies. 12 • 4/23/86 Handrails are required on each side of stairways. Stairways required to be more than 88 inches wide shall have intermediate handrails. Stairways not over 44 inches wide may have one handrail if not open on both sides. Private stairways (1 tenant), 30 inches or less in height, may have one handrail. Handrails shall be 30 inches to 34 inches above nosing of treads and be continuous and, except for private stairways, at least one rail shall extend 6 inches beyond top and bottom risers. Handrail ends shall be returned or shall terminate in a newel post or safety terminal. Section 3306 (j). The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). Openings in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing -assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306 (1). L. CIORRIDORS Corridors, and exterior exit balconlies, serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). ))cCorridors serving 30 or more occupants shall have walls and ceilings of one-hour construction except: Corridors greater than 30 feet wide when the occupants or areas served by the corridor have an exit independent from the corridor. Exterior sides of exterior exit balconies. Section 3305 (g). Qor One-hour fire-rated corridors shall have openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self- closing or be automatic-closing by action of a smoke detector per Section 4306 (b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). COUAET Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). .,141"-Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). .].4Viewports in 20 minute rated corridor doors cannot exceed 1 inch in diameter and must have 1/4 inch thick glass and metal holder that will not melt at 1700 degrees F. Section 3305 (h). 13 4/23/86 Provide a complete aréhitectural section of Qe 156 Show separatesources of power for exit corridor, a-exte-e4--ba4eefty7-show4eg illumination and exit signs. (Occupant load exceeds 999 in A-]., 500 in A-2/2.1, 150 in -onstuet.ion for ll floors, walls, roof and all churches, 100 in Its, 500 in B-2 occupancies). penetrations. Section 3305 (g). ' Section 3313 (b) 2. Ceilings of combustible materials cannot be , i&'I The exit sign locations as shown are not suspended below the one-hour corridor ceiling, adequate. Section 3305 (g). - - - .3.44:"Corridor walls may terminate at the ceiling N. ELEVATORS only if the ceiling is an element of a one-hour - Provide notes and details to show the fire-resistive floor or roof system. ,elevator will comply with Sections 5101 through Section 3305 (g). '- 5105. See attached details for approved methods-of o. GLASS AND GLAZThG providing 'one-hour corridor construction. 159. Specify on the window schedule the glass type When two exits are required,- dead end - and thickness to show compliance with corridors and exit balconies are limited to 20 Table 54-A and B.u- feet. - Section 3305 (e). - Specify safety glazing for glazing in QZardous Exterior exit balconies cannot be located in locations such as gass=deers, glazing - areas where protected openings are required. . adjacent to such doors and glazing adjacent to Section 3305 (i). - walking surfaces. Section 5406. - - 14.EXIT SIGNS - - - ).&t Glazing, in the same wall plane as a door, ' - - - must be safety glazing if within 12" of the door - Exit signs are required for exits serving an - and less than 60" above the walking surface, occupant load exceeding 50. Show all required - unless the glazing is leaded or faceted glass. exit sign locations. Section 3314 (a). , - -- Section 5406 (d) 7. Show that exits are lighted with at least one - Glass' in excess of 9 sq. ft. with the lowest foot candle at floor level. Section 3313 (a). - - edge less the 18 inches above 'a walking surface - shall be safety glazing or shall have a -)I5'. .Show that the power supply for exit horizontal member not less than 1-1/2 inches in illumination and exit - signs is provided by two • width and located between 24 and 36 inches 'above separate circuits. (Occupant load-exceeds 50 in the walking surface. - I occupancies and 100, in H occupancies and 300 - in all others). Section 3313 (b) 1. -- - ' - - - - -' - - - - ' 14 - - - - - - 4/23/86 • - -- - • : ' - ).6<Glazing in shower and tub enclosures shall be _175Provide plastic roof panel details to show tempered, laminated or approved plastic compliance with Section 5206 or provide ICB0 or (including windows within 5 feet of tub or other recognized approval listing shower floor). Section 5406 (d) 5. Show attic ventilation. Minimum vent area is P. ROOF 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at A fire-retardant roof covering is required least 3 feet above eave or cornice vents See exceptions under Section 3202 (b). Section 3205 (c). L Specify roof, pitch. Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening Roof pitch is not adequate for roof covering Section 3205 (c). specified. Specify minimum pitch of 116<Specify roof material and application: (specify ICB0, UL or other recognized listing approval number for roof materials .not-eecred- --u13e. T L oRk) )6 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). 1.7rShow the legal basis to allow roof drainage to flow onto the adjacent property. '2Draft 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). 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. IkK'Provide skylight details to show compliance with Section 3401 and 5207 or provide ICBO or other recognized approval listing., Q. FIRE EUIRMSHM' Fire sprinklers are required for any story or basement 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 are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). Fire sprinklers are required at the top of rubbish 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). ', , • )&Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ' ft. on any floor or 24,000 sq. ft. on all floors. Section 3802. , • , Provide fire sprinklers Section 506, 507, 508 or 3802. See also jurisdiction ordinance. (jjj) When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. ,?8C Provide class standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are 'required. Section 3806. R. FOUNDATION 185. Provide a copy of the project soil report irepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. : ).&6' Specify on the foundation plan or structural specifications sheet the soil classification, the. soils expansion index and the design bearing capacity of the foundation. ~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 recommendations in the soil report are properly incorporated into the plans.. (When required by the soil report).., The foundation plan does not comply with the following soil report recommendation(s) for this project )Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. Q0. 190. Note on the foundation plan that: "Prior to e contractor requesting a Building Department foundation inspection, the soils engineer shall advise .the Building Official in writing that: the building pad was prepared in accordance with the soils report: the utility trenches have been properly backfilled and compacted, and; C. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". 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. 119T. Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. PShow distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. 9SNote on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. QNote on plans that surface water will drain ,away from building and show drainage pattern and key elevations. Section 2905 (f). _y11 ' Dimension foundations per Table 29-A. 18 F NUMBEROF I FWORS I SUPPORTED By THE • I ' THICKNESS OF I FOUNDATION WALL I I WIDTH OF FOOTING (IflRh•) I I THICKNESS I OF FOOTING IInBh..) I DEPTH BEI.OW I UNDISTURBED GROUND I I SURFACE I I NTT FOUNDATION' I CONCRETE I MASONRY I I I (InM.I I I 11 1 1 6 6 12 6 12 I 2 I I 1, 15 Ii i minimum under floor ventilation equal to 1 sq. ft. for each 150 sq. ft. of under -floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least, two approximately opposite' sides. Section 2516 (c) 6. _G(pecify that posts embedded 'in concrete shall be pressure treated per UBC Standard No. 25-12. Section 2516 (c) 1. I3 I10I.10IIs 8' I 24 ).9Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (e). ,.ZØC1 Specify size, ICB0 number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). size, embedment and location of hold down anchors on foundation plan. Section 2303 (b) 4. 401-"Note on the plans that hold down anchors must be tied in place prior to foundation inspection. }5ihow adequate footings under all bearing walls and shear walls. Section 2907 (d). Show stepped footings for slopes steeper than 1:10. Section 2907 (c). O~Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. _)eIhot minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. S. MASONRY (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 #9 'wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. 21I 'Show height and construction details of all masonry walls. Chapter 24. l212.Note that cleanout openings shall be provided the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2212 (j) 3. A. X Provide details for damp proofing the foundation walls, below finish grade, where useable space-exists on the interior side of the walls. Section 1707 (d). 215. Show a minimum 2" air space and flashing 2,Zr. Show rafter purlin braces -to be not less than between planter and building walls. .' 45 degrees to the horizontal. Section 2516 (c) 7. Section 2517 (h) 5. I. FRAMING Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of Show wall bracing. Every exterior wood stud trusses. (To ensure loading will be as wall and main cross partition shall be braced at. designed). each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. }2Show double top plate with minimum 48" lap Section'2517 (g) 3.. .. . .. splice. Section 2517 (g) 2. Note cross bridging or blocking. Floor.: .CShow nailing will be in compliance with joists and rafters 12." or more in depth shall, be Table 25-Q. supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in 227 Show or note fire stops at the following line. Section 2506 (g). locations per Section 2516 (f): STr Show blocking at ends and at supports of in concealed spaces of stud walls and floor joists, and for rafters at exterior walls. partitions, including furred spaces, at Section .2517 (d) 3. . . the ceiling and floor levels and at 10 foot intervals along the length of the }}9Show 'solid blocking at ridge lime and at wall. exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). at all interconnections between concealed vertical and horizontal spaces 22O'Show double joists. Floor joists shall be such as occur at soffits, drop ceilings doubled under bearing partitions running ' and cove ceilings; parallel with the joists. Section 2517 (d) 5. Ile in concealed spaces between stair _Bearing partitions, perpendicular to joists, stringers at the top and bottom of the shall not be .offset from supporting girders, . run and between studs along and in line beams, walls or partitions, more than the depth with the run of stairs if the walls of the joist. Section 2517 (d) 5. ,. under the stairs are unfinished; and .21Show rafter ties. Rafter ties shall be • in openings around vents, pipes, ducts, spaced not more than 4 feet on center and be • chimneys, fireplaces and similar just above the ceiling joists, where rafters and openings which afford a passage for fire ceiling joists are not parallel. , . ' at ceiling and floor levels, with Section 2517(h) 4. . . . .,noncombustible materials. 18' 4/23/86 ' . (j) 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'. Table 25-R-3. \T\oQ U\)PLL Cir Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). 21< Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). _21 Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. .1Specify nail sizeand spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). ,.2aZ: Show 3" x4" or 2" x 6" studs in first story of three story building. Table 25-R-3. Provide truss details and-truss calculations for this project. Provide roof framing plan and floor framing plan. Section 302 (a) 7. ,281rovide framing sections through Section 320 (a) 7. 19 4/23/86 Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. _5T 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 structural 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) llw 4. 3Individual 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 24" U. 1IISCELLANJS 'o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x 4 top plates if supporting either floor Show light and ventilation, for areas members or roof trusses that are spaced more customarily used by people, will comply with than 16" o.c. and do not bear within 5" of the Section 605. supporting stud. Section 2517 (g) 2. Provide details of restrooms to show .2~pecify plywood grade and panel compliance with Section 510 (b), regarding identification index. Table 25-N. floors, walls and showers. When roof pitch is less than 3:12, design - Provide restrooms for each sex if the number ridge as ,a beam. Section 2517 (h). of employees exceeds 4 and both sexes are employed. Section 705 (B occupancy). MIf foundation cripple wall studs are less than 14" framing shall be solid blocking. Show unenclosed floor and roof openings, open Section 2517 (g) 4. and glazed sides of landings and ramps, balconies or porches more than 30" above grade Cripple wall studs exceeding 4 feet in height -. or floor, and roofs used for other than service shall be 3 inch by 4 inch or 2 inches by 6 to the building have 42" minimum height inches when supporting 2 stories, guardrail, through which a 6" sphere cannot Section 2517 (g) 4. . pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for _K9. Show plywood sheathing over exposed eaves, or exit facilities serving more than 50). other weather exposed areas, is exterior grade. Section 1711. Table 23-B. Section 2516 (g) 3. V. TITLE 24 HANDICAPPED ACCESS Show a weep screed at the foundation plate ,2'5O line on all exterior and stud walls to be. 257. Provide note and details on the plans to show stuccoed. Section 4706 (e). compliance with the enclosed Handicapped Access . . Check List. Handicapped access requirements may ,,2-5f- Ridges, hips, and valleys shall be at least be more restrictive than the UBC. one size larger than supported rafters. Section 2517 (h) 3. . W. ENERGY ()NSENVATI0N In open beam construction, provide strap ties across the beams at the ridge support. calculat-iocs--and- completed forms to-show--.0Q Section 2501 (b). --a with state regulations for energy conservation.-To 1E A, L1Cr-_NSEb Provide electrical plans, plan details, calculations and the completed Form S to show compliance with state regulations for energy conservation. oaLs . 4c • 20 - • 4/23/86 Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 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 contact P 5oO-\4(o at Esgil Corporation. Thank you. Enclosures: 21 4/23/86 K-7 -Th 5 '/ 2 C L e -yyu,c ovc '/4 , "èx. e- ( o- CL2CS 0" ko L &m--c\ s e c e'.r • e -ke wec c e -Q- V7 cv-cc"\ bi'cs • +(D + oeCiiY(\ seoc . ee T\. c-kuc'ro e ccc :rJL/ \C e\J c o p D1 o 4 / L C r& + e +V)e C * r c c o 4 - -• _ -a • 4 - - ELECTRICAL PLAN CORRECTION SHEET JURISDICTION: C/TYo C4,427 DATE:_____________ PLAN CHECK NUMBER: PLAN CHECKER:t-J ii 4 1. Submit complete electrical plans and specifications. :2. Submit complete one-line diagram of-service and feeders; show - conduit and wire sizes; specify aluminum or copper conductors - and type of insulation-. Indicate sizes of fuses and/or circuit breakers. - - - - - - 3. Submit electrical load calculations and/or panel schedules. - - 4. Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-981.110-9. - 5. •Show exit signs on the electrical lighting plan. Note: Power for exit lights and emergency lighting must conform to the 1982 UBC Sections 3313 and 3314. - - - - - 1 06- Provide receptacle(s) within 25' of the roof mounted - -- -A/C units. UMC Section 509. . 7. -Indicate the grounding system to-be installed for - - - (a) building service (b) transformers. - - - - - 8. All circuit breakers. switched 120 VAC light circuits, must use - - - - - only type "SWD" circuit breakers. NEC 110-3b. 1. - 'p9. Indicate (a) existirg building load, (b) added building load - - - per Item 3, and (c) size of existing service when new service is not required. - 10. All conduàtors within a building section allocated to a- -- -. - service must have a disconnecting means located at that, service. NEC 230-70.- 11. -Submit calculations for maximum allowable connected lighting - load per-CAC, Title 24, 2-5343 & 2-5344 - (Energy Documentation Form 5). - - - - 12. Provide multiple switch lighting controls per CAC, - - -. - -: Title 24, 2-5343 & 2-5344. - - 777 J S -• - a I.• 0.4-L.4...... r. N OOQ(4.O4.#. z - - n._1 .4.-O''l.). c • a C a- = fl I_ 4 - a - a a a < .e -0 X _ C... -. oeQaoc.i2O ..4 . nn' E . 000 00r . . "8 -- . -Pr cr 2S .°° a 3 V °< n n -na- :ii!V aq I A op H Er1li - 0 L4 -3 ix aa G?g CPL :r n - a .0 - IL 4. - C3.. 2 - p 4 - N -2 a--'a : 2 > .- 3 3 "R Pr -a a - -B -:: P r2 a -<-,- •a -o a ..na ra6' 0 - o8 -. CC 4.fl nz__ c fl C :r le 2a 0 2 ....2g p a g 14 .= -; o 2 r 8 0 gn'2 aO-aq - 2 - xo_ - ., 8COT 8-< 6 a.-. A. 9 a2 2-3 2 -' 2 8- 2. - 0 .2.-on m ~E-c m r cr n ;e . CL !L S.•. a.0 4._..qn--...in0fl.t a a 0 : 3'J n 01 In O5 n aao4. ä>2-k -4.2..- nCo....Zo.C9 <0 fl- a.,. I FL ...a o°a- o a 0.o -• - 1 . ;2.' ?. .,0.., .4 9 o..0 .g 8_ °g -.! iP• a - 22a8-g, . :;8 <a ...0.5n -a 3 0.0an5'D10 .-"'w n4. fi -01 3- 8- C0 2u ' ri (.1 g --!a ...! • ! a- =- . 'r1 C-. PACE 2 of a water closet compartment shall be not less H. DRINKiNG FOUNTAINS (SEC. 5-1507, 2-511 that 48 inches as measured at right angles to com-partment door in its dosed position, The drinking fountain shalt be a minimum of 18 inches in depth and there shall be clear and unob- structed spaces under the drinking fountain not less have the following: There assail be sufficient than 27 inches in height and .18 inches in depth, the space in the toilet room for • .4sa.lehair depth measurements being taken from the front edge urns 30 inches wide by 48 inciseS tong to enter of the fountain. A side approach drinking fountain the room and permit the door to dote. The is not acceptable. The bubbler shall be activated by a control which is water closet snail be Located in a SP5C which easily operated by a handicapped person such as a provides a 29 men wide clear space from a tl* hand-operated lever type control located within ture or a 32 inch wide clear space from . emIl 6 inches of the front of the fountain, a push bar at one side of the water closet and ia inc*'.. control along the front of the drinking fountain, at elect space in front of the water closet. etc. The bubbler outlet orifice shall be located within 6 inches of the front of the drinking fountain 6. In an existing building a single accommodation toilet and shall be within 36 inches of the floor. The water facility may have the water closet fixture located in stream from the bubbler thall be substantially a compartment which provides a dear space of not parallel to the front edge of the drinking fountain. less than 36 inches wide by 48 inches long in front . Where water fountains are provided, they ihaU be the water closet. lu,.ated completely within alcoves, or otherwise 0'if (rab bass located on each side, or one side of the positioned so as not to encroach into pedestrian ack of the physically handicapped toilet stall or ways, compirsment shall be securely attached 33 inches above and parallel to the floor. Crab bars at the side I, DOORS & HARDWARE (SEC. 2-3301, 3304) shall be at least 42 inches long with the front end 1. All primary entrances to buildings shall be made positioned 24 in—he accessible to the handicapped. stool and grab bars i the back shall be not less than 2. Hand activated door opening hardware shall be 36 iats!~ centered between 30 inches and 44 inches above the The diameter or width of the gripping surfaces, of a floor. Latching and locking doors that are hand acti- grab bar shall be IA inch to 114 inch or the shape vated and which are in a path of travel, shall be oper. shall provide an equivalent gripping surface. If grab able with a single effort by lever type hardware,, by bars are mounted adjacent to a wall, the space be. panic bars, push-pull activating bars, or other hard. tween the wall and the grab bars shall be 114 inches. ware designed to provide passage without requiring A dear floor space 30 inches by 48 inches shall be . the ability to grasp the opening hardware. Locked provided in front of a lavatory to allow a forward exit doors shall operate as above in egress direction, approach. Such clear floor space shalt adjoin or Doors to individual hotel o'r motel units shall oper. overlap an accesible route and shall extend into knee ate similarly, except that when bolt and unlatching and toe space underneath the lavatory. operation is key operated from corridor or exterior Where urinals are provided, at least one shall have a side of unit door, large bow keys (2 inch) full bow or clear floor space 30 inches by 48 inches in front of 11.4 inch (half bow) shall be provided in lieu of lever the urinal to allow forward approach. type hardware on the corridor side. Separate dead Where facilities for bathing are provided for lock activation on room side of corridor doors in the public, clients or employees. including hotels or motels shall have lever handle or large shower,, bathtubs or lockers, at least One thumb turn in an easily reached location. such facility shall cooply with 'the haisdi. access standards in section 2-511 ( a) 9. Qcsp 1/6 inch thick identification symbols shell be provided on door, to sanitary facilities. A 12 inch triangle for wen and 12 inch di.- 3. Width and Heights. I. Every required exit doorway shall be of a size as to permit the installation of a sister circle for n Iu required. door not less than 3 feet in width and not less than . 6 feet, 8 inches in height. When installed in exit doorways, exit doors shall be capable of opening at E.,W-s%TER CLOSETS (SEC. 5-1502) least 90 degrees and shall be so mounted that the height of accessible water closets shall be a min. clear width of the exitway is not less than 32 inches. mum of 17 inches and a maximum of 19 incises measured to the top of the toilet scat. Flush controls 4. For hinged doors, the opening width shall be rises- aured with the door positioned at an angle of 90 shall be operable by an oscillating handle with a maximum operating force of 3 lb or by a rem degrees from its closed position. At least one of a pair of doors shall meet this opening width require. low voltage button. The handle or button shall be located so they e operable without requiring ment. Revolving doors shall not be used as a required for the physically handicapped. axe - aximuxn effort to operate doors shall not exceed excessive body movement. Qtrance F. URINALS (SEC. 5-1503 ) .5 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied L Where winals are provided at least one elongated rim as a maximum of 17 inches above the floor is at right angles to hinged doors and at the center plane of sliding or folding doors.. Compensating required, devices or automatic door operators may be utilized to meet the above standards. When fire doors are 2. Flush controls shall be hand operated, and shall be , mounted no more than 44 inches above the floor, required, the maximum effort to operate the door G. LAVATORIES (SEC. 5-1504) , may be increased not to exceed 15 pounds. l. vatories shall be. mounted with a clearance of at least 29 inches from the floor to the bottom of the Construction. The bottom 10 inches of all doors except automatic and sliding shall have a smooth apron with knee clearance under the front lip ex- tending a minimum of 30 inches in width with-8 uninterrupted surface to allow the door to be opened by a wheelchair footrest without mating a inches minimum depth at the top. Toe clearance trap or hazardous condition. Where barrow frame doors are used, a 10 inch high smooth panel shall be shall be the same width and shall be a minimum of 17 inches deep from the front of the lavatory, installed on the push side of the door, which will Hot water and drain pipes under Lavatories shall be ' QnsuLatcd allow the door to be opened by a wheelchair footrest or otherwise covered. There shall be no without creating a trap or hazardous condition. abrasive surfaces under lavatories, Thresholds shall not exceed 14 inch in height. çror aucet controls and operating mechanisms shall be operable with one hand and shall not require tight Where turnstiles are used a door or gate that is accessible to the handicapped shall be provided grasping, pinching or twisting of the wrist. The force within 50 feet. r-lusrvd in activate controls shall be no greeter than There shall be a level elect' ores on each side 5 Its. Lever-operated, push-type and electronically of an exit or passage door. Provide 60 Inches controlled mechanisms are examples of acceptable ' designs. Self-dosing valves ate allowed if the faucet clear vs usa direction at the door swing mild remain, open (or at least 10 seconds, 5* incts, on the sade opposite the door swing direction. Meaaurewents Sr. to be .t right angles to the closed door. 102385 PAGE 3 10. The width of the required level area on the side M. ELEVATORS (SEC. 24103) into which the door swings shall extend 28 inches 1. At least one elevator shall have a minimuss In- past the strike edge for exterior doors and 18 lid, car platform of 6 feet B. Inches aid, by 4 inches peat the strike edge for interior doors. feet 3 inches deep with a xiflinxa* clear opening 11. The space between two consecutive door openings width of 42 inches in buildings more than three in a vestibule serving other than a required stories in height and in all buildings whete exit stairway shall provide a minimum of 48 elevators are required. inches of clear space from any door opening into 2. Passenger elevators in buildings other than those the vestibule when the door is open 90g. Doors required in No, 1 above and serving an occupant into a vestibule shall swing in the sane direc- load of more than 50 shall have a minimum inside tion or they both shall swing away from the . . car platform of 5 feet 8 inches wide by 8 feet 3 vestibule. Inches deep. Doors shall be 3 feet clear side J. CORRIDORS AND CXII BALCONIES (SEC. 2-33a5 ) slide-type. 1. Corridorsthat exceed 200 feet In length ail: 3. Passenger elevators In buildings other than those Hive a eini.a clear width of 60 inches; required in No. I above and serving an occupant Have at a central location, a 60 inch * load of less than 50 shall have a minimum inside 60 4nth minimum wheelchair turning/passing car platform of 4 feet 6 Inches wide by 4 feet 6 Inches deep. The door opening shall be at least Space; or Have at a central locution, an Intervening 2 feet 8 inches clear width. cross corridor (minimum 44w ); or 4. All passenger elevator, shell have handrail 10- d. Have at a central location, an openable cated 2 feet 6 inches to 2 feat 10 inches above door which provides complying access to an the car platform. area adjacent to the corridor. 3. cir operation buttons need to be with- in teach of wheelchair users and of a type that K. STAIRWAYS (SEC. 2-3306) . blind or partially lighted persona can identify 1. Handrails shall extend a mirsitss of 12 inches as required by Section 2-5103(m) beyond the top nosing and 12 inches plus the 6. Wheelchair lifts shell comply with Sec.-5106 tread Width beyond the bottom nosing. N. RTU1X AREAS (SEC. 2-3303 )(FIRE MARSHAL RECULATED 2. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 inches OCCUPANCIES) in cross-sectional dimension or the shape 1 l• Every y building where access is pro- Provide an equivalent gripping surface end shall vided for the physically handicapped shall have have a smooth surface with no sharD corners. designated (signed) rooms or area, on each floor 3. the upper approach and the lower tread of each . to provide safe refuge for the handicapped. interior stair and every tread of exterior Refuge areas are not required on stories opening itairs shall be marked by a strip of clearly con- to grade or with ramps to grade or in Stories trotting color, at least 2 inches wide, placed used only as service basements or only for park- parallel to, and not more than 1 inch from the nose of the step of landing to alert the visually 0. TEl.EPH0lCS (SEC. 2-511) impaired. (Applies to stair. with 2 or more riser.) 1. General, If public telephones are provided, they 4. Open stairways att not permitted. Risers shall shall *comply with Section 2-511(d) be sufficiently solid to prevent the passage of Objects larger than 1/4 inch, P. ElECTRICAl.. 5. Tread surfaces shall be slip-resistant and shall I. C1ectrie11 receptacles (15, 20 and 30 amps) shall have smooth, rota'ded or chamfered exposed edges. . be it leant 12 inches above the floor. The lover front edge shall be beveled or rounded. section 3-210-50(e) 6. Nosing shall not project more than 1-1/2 inch 2. Switches and controls for lights, appliances, Past the face of the riser below, cooling, heating and ventilating equipment shall be not less than 3 feet nor more than 8 feet above the floor. Section 3-380-8 (c L. RAMPS (SEC. 2-3307) 3. fire alarm initiating devices shall be 48 inches I. The slope of a ramp shall not exceed I in 12. above the floor, ground or sidewalk. The top landings on a ramp must be at least 60 Section 3-760-a.l inches in depth. If a door swings onto a top landing the landing depth 0. SPECIFIC OCCUPANCY REOtJIR(?NTS shall be not less than 42 inches plus the width of the Chapters 2-6 through 2.14 have specific occupancy door. The top landing shall have a width not less than its requirements for access in addition to the general depth. . requirements listed above. Provide notes and do- The top landing shall extend not less than 24 inches tails to comply with____________________________ beyond the strike side of the door at exterior ramp. and 18 inches at interior ramps. The bottom landing shall be not less than 72 inches deep. Intermediate landings shall be provided at turns and whenever the change in level exceeds 30 inches. . V\eci( n,&'t C". S. Intermediate landings on straight ramps shall have a depth of not less than 5'.0. Intermediate landing. . on ramp, that turn greater than 30 degrees shall be Cecc CLiV\cc -t-rr -i-(1e not less than 6 feet in depth. Ramps shall be not less than 4 feet wide. Ramps serving a primary entrance for an occupant load of 300 or more shall be not less than 5 feet (hf( tca. ik-t.i c\ '- . wide. II. Handrail, shall be placed on each side of each ramp and shall extend 12 incises beyond the top and bottom of the ramp. 12. Surfaces of ramps shall be slip resistant. -. 102385 Prepared Bld g. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO BUILDINADDR ES S &. APPLICANT/CONTACT iu'c+ PHONE NO.________________ BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR P'ONE____________ - BUILDING PORTION BUILDING AR VALUATION I MULTIPLIER VALUE - R&OJ .7OOO 41 o ol l )(L2 l(S OO() - Air ConditionirtE Commercial Residential Res. or Comm. Fire Sprinklers '27000 Total Value 1 Oo - Fee Adju s ted To Reflect 0 Energy Regulations (Fee x 1.1) C] Handicapped Regulations (Fee,x 1.065) Building'Permit Fee $ • $ Plan Check Fee -70 S $ '2J 95 COMMENTS: - • •, - 8/4/82 PLAN CHECK NO ADDRESS A ATE PLANNING 0.ZONE T Y P OF PROJECT AND USE SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS CARLSBADIJR SAN MARCOS SETBACKS:,FRONT QtL' SIDE 0 (/ REAR DISCRETIONARY ACTIONS REDEVELOPMENT PERMIT REQUIRED LANDSCAPE PLAN COMMENTS:__________________________________________________________ w ENVIRONMENTAL REQUIRED:_______________________________________________________________ o. w ADDITIONAL COMMENTS.:_______________________________________________________________ o uj UQ) a -- OK TO ISSUE c9ft__.QL1 DATE ENGINEERING LEGAL DESCRIPTION VERIFIED — APN CHECKED? PARK—IN—LIEU QUADRANT FEE PER UNIT TOTAL FEE P F F lu AFFIC IMPACT FEE PER UNIT:- TO [AL FEE FACILITIES MGMT FEE iq',f(s BRIDGE & THOROUGHFARE FEE IMPROVEMENTS to, tQA FIELD CHECK DATE & INITIALS-.' RIGHT—OF—WAY DR I VEWAY 4 ctM.LLpL 7-4 EASEMENTS E D U LATERAL - uj INDUSTRIAL WASTE PERMIT,: DRAINAGE - GRADING'-PERMIT:Jfl3,.I7_GRADING COMPLETION CERTIFIED uj - ID IT I ONAL COMMENTS ''a1 wntS2atJ - H _ S.. OK TO ISSUE DATE DPD2 DPD6 07/17/86 S - . S Date Jurisdcto_________________ ______ Prepared by . S Bld g. De. :. . VALUATION AND PLAN CHECK FE Esgil PLAN c-:c< NO (o- 49 BUILDINC ADDRESS e- ecz,Ln APPLICANT/CONTACT C,uc4 coe- PRONE NO._______________ BUILDING OCCUPANCY , DESIGNER PHONE . :TY?E OF CONSTRUCTION - CONTRACTOR PHONE _. .:. VALUE . . * BUILDING PORTION. BUILDING AREA VALUATION MULTIPLIER J o 1800 2 0 tt Z [27x ._- - - - S I - Air Conditioninth Commercial : @ 2,o- CoOO S Residential a • Res. or Comm. Fire SDr*inklers . '270 -. =TotafValue oo eeAdjusted;ia Reflect OnergyRegulations (Fee x1.1) - S OHandicapped Regu1aLions(Fee xl.065) . 8uiIdin9 Permit Fee Plan Check Fe - $ - -- -. - - -. .. '2..\ 5 .S - - - -- COMMENTS: -- - - -- - :. --• -. . - - -.5. z • /8o /o S • S 8/4/82.,. 27x70x10 I9YO ,4VT : • 1200 ELM AVENUE 0 TELEPHONE CARLSBAD, CA 92008-1989 , 0 (619) 438-5541 Office of the City Engineer Citp at CarIbab TO BUILDING DEPARTMENTS FROM:. ENGINEERING DEPARTMENT a V V•• 0, a'' DATE: /2 1. •V V. ROUGH GRADING APPROVAL: ,FOR PROJECT NO. 'PEP Z. (TRACT OY P.E. #) A140,6721 eeVA17,;~", -. (PROJECT NAMEAND ADDRESS) rm , e,? ~ei, p —b AIVEZL) : (DEVELOPER'S NAME AND ADDRESS): ' . ' We have inspected the ,grad•ing for lots I j ,i 'or. phase /li / , - of the above mentioned project. In addition, we have received rough -. grading 'certification from 26€p74 P,-'.7,- ,4S$&C, . the Soils Engineer, dated,(', and fr'om ,VO. TE 1' . /2, - the Supervising Grading Engineer, dated ,i-i-'-sq. . and are satis- fied that the-rough grading has been comleted in accordance with City standards. Based on these certifications and our observation, wetake'no exception to the issuance of'a building permit for lots or phase --- V of project- iV,'T"/ I ,'' V - from a gradin I standpoint.,This release, however, is not intended to certify the project ,- from other engineering concerns including site development, water' or sewer availability, or final grading -' V , - Prior to the isuance of a certificate of occupancy, we.need to be advised V so that we can verify'that final grading and 1andcaping has been -complet- ed in accordance with ,the appro'ed plans for the project. V a V • 'V a. . APPROVED:eAt, V V a V PrAriect.Gr ng Inspector . Sr., Constructin Inspector I •. ' 8- -. • . - .; ' • r 1200 ELM AVENUE CARLSBAD, CA 92008-1989 TELEPHONE (619) 4385523 Citp of QCarbab FIRE DEPARTMENT PLAN CHECK REPORT PAGE 10F_L APPRO9' DISAPPROVED PLAN CHECK# ADDRESS ' A . ARCHITECT S P.. , ADDRESS /cc Nr/ (,/2c'/p PHONE Q97—' 1 OWNER tIr ('ô V%t1! ADDRESS -1 Qoô SO PHONE 9.2/o OCCUPANCY ___________ CONST ________ TOTAL SQ. FT 27i,,ô STORIES S'PRINKLERED 0 TENANT IMP - . APPROVAL OF PLANS IS PREDICATED ON CONFORMING ' TO THE. FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS PLANS, SPECIFICATIONS, AND PERMITS 1 Provide one copy of floor plan(s), site plan sheets - -...............2.- . Provide two site plans showing the locationof all existing fire hydrants within 200 feet of the project. - _-3. Provide specifications for the following: _X... 4 Permits are required for the installation of all fire protection systems(__Filistand pipes dry chemical halon CO2 alarms hydrants) Plan must be approved by the fire department prior to installation 5 The business owner shall complete a building information letter and return it to the fire department FIRE PROTECTION SYSTEMS AND EQUIPMENT -X.-. 6. The following fire protection systems arerequiréd: JJ Automatic fire sprinklers (Design Criteria:.AfIA ii ('rnivA.i t- , Dry Chemical Halon CO2 (Location Stand Pipes (Type Fire Alarm (Type/Locatio'n': _ 7 Fire Extinguisher Requirements - X One 2A rated ABC extinguisher for each iOm sq ft or portion thereof with a travel distance to the nearest ' . extinguisher not to exceed 75 feet of travel. An extinguisher with a minimum rating of to be located 0 Other 8 Additional fire hydrant(s) shall be provided EXITS . 9 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort _...10. A sign stating,'" This door to remain unlocked'during business hours"shall'be placed above the main exit and doors (AJIO,J •en,czrallo T../e . _._11 3 ' . . -• EXIT signs (6 x 3/4 letters) shall be placed over all required exifts and directional signs located as necessary to clearly indicate the location of exit doors GENERAL Storage, dispensing or use of any flammable Or combustible liquids, flammable liquids,' flammable gases and hazardous chemicals shall comply with Uniform Fire Code ......13. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height 12 feet on pallets or in racks and 6 feet for tires plastics and some flammable liquids If high stock.-pil- ing is to be done comply with Uniform Fire Code Article 81 14 Additional Require?hents - L ' ' • ': • -'' ' ' ' ' ' '• -15. Comply with regulatiori~sd attached sheet s Plan Examin Date - Report mailed toarchitect • Met with Attach to Plans 4N C-1 rn' LLJ TRAViS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO. CA DATE . . JOB NO:___________ BY_ SUBJECT_. • SHEET OF fL : tJ ii- Uf 'F& --- • ______- tsp. .. •; ., •. • - I1tiflm1 - , M ------------ V . • / • • L_L 7Peel: ¶1 -( - . . 2x e' & 1&" g', kctO e1c41 • t'2.4'' j9/ ? • L-t 2'P 6 - -_------ 11IJz .• - 'S . . .• p ,: : . LL '1MLL..*t L4/ - • • .• • . . • .. . . . • • . • "'. • . ' • S. • .• • S • TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE . JOB-NO. BY________ SUBJECT • SHEET OF________ 1M - - u , r- aid -71 m-(LF 4A'p k4ML Wa ISf V jfrOo _—I ,s : : I L . • w - • ••., 0 0 -. 14-• • i!0 kb' (u . •••- • ------ p 1 - 4o-rL I 0 0 • •' . •• • • 0 TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO. CA - DATE • . . . JOB NO. BY jV SUBJECT SIEET,.OF ; S jN,c- ~wv FOP t:(r7 . , _> i r Fr 7 e1t F1 it9t' cr / ••. (4 • : .•• I zi I • •, •• ..• • •• .' . • • . • • • • TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE - JOB NO. 'l 2 BY SUBJECT N6A____________ SHEET_ OF_______ pui-N ••i 4..;: ... t -r 6411 r 27* '2cj Give ic*D $ AtdLP i- -*c'x fo - X fg74 i a-r i 57 .6 . IL Ate,-!=Ii /_i I - TRAVIS, VERDUGO, CURRY '& ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO CA DATE JOB NO. '1 \1 Z' SUBJECT 4 7!f '2AM I t' SHE (OF_______ lw I : - --i ' (oIixe' 4 — f : - :18:::.. 't •._•__•._;,-* J l i t x je lc .4:2:I 1 Az Al _0 i.0..00I. 0 • - •0. 0 •0 -4. . d A I I A . . 4 04 ¼ A.. _ •4 .. --. — ,0_A 00 4 4 ¼ 4 4 -. 4. I J• 4 A * r :. -4 -'. : - 0 •.-. .40 - 0 .0 - •_ - .0 -- A. - .- - - - 0_• 00 • .1. -. .0 •• 4-A. • 4$ , 4 .4 - 04 $. - - - . .•.I.• 00 - .. ¼ - -4- - TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE '- -' JOB NO. BY- SUBJECT SHEETOF - - . -. I I- I, I- • .• - .-•-,•- a I - I ) TRAVIS, VERDUGO, CURRY & ASSOCIATES 1 A I DATE - • • STRUCTURAL CONSULTANTS SAN DIEGO,CA J08 NO. • BY SUBJECT LCrAL I . . SHEET OF_______ • jz*' __7JF+IM: &r -ii k-14 __ . L . • . . 4'Z' 1" 1404 111i Ii A4 I4o i4 ) ••. •- .'• • •' • • • .: S • . I TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO CA DATE _______ 2 4 JOB NO ( BY SUBJECT I SHEET- OF________ - 2 47 w(11e f ' - 7') 1 3 M 8 MT; 4 4-1 04 4 I r j I - - I . • TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO CA I A 1 DATE .. JOB NO. BY M k2 SUBJECT________________________________ SHEET '2 _-0F ..: • x • 4* J7 41 • r tir H. :, J j:, •• • 711,i2c )~4 .12I • •• ..• ••. -i:' +H144L41 i4' - fr' 4 4'+ L'Y.. *L,4J- a (a) ThT1 O*W1 1Q 7 4) ç4 IiXr, ki#) 4'. '.• c_ i 4) 41??j : M'1 *JY • ' 42(2f -*x,1, rc7ia 2 kt41 -1J I) ocj jv1 ' ' A '•.' lQ)1d1) v' 'ç114 -' ) 149Z k-1 !-4 -) •i Jd *L + (çi • • • -t14 •; .. i) •.. • • - 1'4 trW(1 1,J iii •• • I)()( • • :1a1 irv11 ÔJ ax (r 6Q1' • ,• • 4 '('?('t) w • • • • • • • • () ( II) • • • • ••. • • • • S ______ 9ANS 133f8flS t,i- • A9 ON 901 • • • S • S • ]Iva VD osia NVS S1NN11flSNO tVdfl1DfldiS S2IVIDOSSV AddflD 'OSflQd2A 'SIAVdi TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEG( ' DATE . JOB NO. ) BY i7t'L SUBJECT _'t"1'_,4t_'I SHEET1I, OF_ . . ... . V .:VALL - M • ., fr W}I. 4- I .. _____ :• . .•. .•. / . • )T 1r •. c 7+i pl.r)(I . (,) - . . + 1jk .,• I • • • • ( - •t* 4M2. PM1 . • • Nil TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO. CA .DATE _ JOB NO. *j BY___ SUBJECT - L' • SHEET, OF_______ RECEIVED FED 04 1987 CO LLINS 1G5 HOTEL CICLC SOUTH r, SAN DIEGO. CA 92108 P.O. UOX 3332G (92103) 0 (61) 2970I31 L_ jtF ALIFORNIA - truss ne, %er in OVIED for: APR 2 7 1987 City of CAILSIAI BUILDING DEPT. k~ 6 ~-p -~ 14 NO RECEPTION TAKEN El MAKE CORREC1I0'JS N3T[D project : 0 REJEC1ED Li REVISE AND RESUBMIT U SUBMIT SPECIFIED ITEM CHECKING IS ONLY FOR GEUCIIAL CO!FOItARE FyI In FIFE DESIGN CONCHI OF ME FROJFCI fIl) G:d. COP I.E FFIU ME nyi,r ; /1 fl TH i;ui1:r.I u;i : IEi UGH pIwccSFS AU E;iI 'i1. u':ifI:N. OF HIS WOIiI wmi ni1 (:F L 0:11.11 IR;0)LS ,FitD ihE 1ORY PLiU-3RMANGC 01 :S iif.i. N0XEPT1OUS T?.IIEI L_) :.1.if .C.._ :.;:: • IRAs; l&:i.Lu.O, J:!, C ES ifthFi:(fe?cRrN I c/$k 51 dJ1U L\ULI,fl I I IIC if / 71 G. I PLA:HG D TF . p Jq ---BY % q2 Jc2! frWM7 C 0 °trF7 iJc11V- ftA(!4Li1( -n r- •-j; ' Y.4Ef'fle'4. , 1A CO. 23665 Crn8lco Pd (At I 15 F • P0 Box 1 P4 o Perris CA .4 92370 o (714) 657-74S To Whom It May Concern: This is' a copy of our stamp, as requested, with all data requested. Our JCBOI AA-583 is -in strict accordance with the WC-25-17 pre . fabricated code. . .. . . • . Manufacturer - CALIFORNIA TRUSS COMPANY ' P. O. Box 124O ' Perris, Ca. 92370- Quality Control - WESTERN INSPECTION SERVICE P. O: Box 562 - Costa Mesa, Ca. 92627 - . - R E C E V E D - ." •i . -: FEB O1987 . COLLINS CALIFORifiA I RUSS C00 CERTIFIED I INSPECTION S 10 B-0 A'A - 5_8 3' -IN STRICT ACCOROA •.. .-. -i..- CE . •'T- .. - j ii t• FRAMING DETAILS WHERE HIP TERMINATION - POINT DOES HOT MEET WITH COMM COMMON TRUSS RIOCE - SHAPED BLOCK r CK,Io)M COMMON TRUSS- I ETDq)CD TOP CHORD sECrIo,I TRUSS? ED BLDCX 04: BLOCK OSS BLOCK -HIP OSSll 14 I HIP RAFTER 03 1/ - • , HIP GIRDER TRUSS2 I - - • • EXTENDED OD END JACK EOTTOH - - • V CHORDS END WALL AS II SETRACK FROM SECTION SPECIFED -• - V : MG ION ECINEE EXTENDED EXD JACK TOP CHO" 2. j//J 41 m JACK LT "U r"S cal at SETBACK FROM D4O WALL AS SPECIFIED • V_ (VS I V I ( L r - — OR ENGINEERING V L '-_-' L I [_) - HIP TRUSS Se Engtncering for DcaIL FILE NO.! CALIF HIP DETAIL iij 04 1987 DATE REF 25151 DES BY BT V COLLINS - - - - • Ix LATERAL BRACINC AS SECTION A-A - - C - • - • • V II ON ENGINEERING SEQ STANDARD SPECIFIED - - - -, - V VVV •• V - LAif — lO?-8tA1$G PARTITION PERPENDICULAR T O I P U S S E S - - TRUSS - orron CHORD TRUSS CLIP,O. AL VITA 1-144 SAIL OltZOUAL 2x1 StOCX SPACED 24o.c: TYPICAL 2X4 3L0=-XTTAC3 vy 2-1d RAILS AT RACR TItO - Tit ;: c:: SIOc D-) INC ?P * TO uSStS - TRUSSES SPACED AS PZCUIP.tD © 14NIL TRUSS TO -. S P AZZ R I Locx () MAIL L S P &r 5 _\ F I S1OCX TO TRUSS -ic nc-t C I rT Ii Lx'? \ I SQIS PJ(D '\\J RUSSES APE EP.ECTTO TOE MAIL S PT_ATE t I V E D FEB 04 1987 COLLINS 51 iO.: MUMMY5 00 D rrkt DATE 5/1154 KF o€s rac SLO. TJUSRJD International Conference of Building Officials TECHNICAL REPORT Report No. 4211 April. /984 FlUng Categoy: FASTENERS—Ste4 GusM P1.tez COMPU1RUS TRUSS PLATES COMI'UTRUS INC. 1095 NORTH MAIN STREET ORANGE, CALIFORNIA 92.667 I. Sobject: Computnis Thiu Plates 11. Dcacrption: The Coniputrui Thai Plates are punched from N o t , 1 8 and 20 gauge galvanized ibect steel mcctng mechanical tuirerne n u catabliahethn U.B.C.Sta.ndardNo. 27-1 for A446GcadeAorhi h e r s t e e l . Thc plates have 9.4 teeth per square inch of plate. each &ppcoximaiely inch in kn;th and approiznateIy.lO6 inch i width. The teeth arc pu n c h e d in pain. with each pair spaced V4 inch on center along the width o(the plate. and .85 inch on center along the kngTh. Ahenwin rows of teeth are atag.gcrtd .10 inch from adjacczu rows. The "CN" sert plates are kknti-cal to the •(•• series, except that evety third row of teeth iioniiticd. Plates arc &vsiLthk in increments of l-i inch in width, up to 12 inches. and .85 inch in knth, as required by the design. The plates are applied to truss members in pairs on each face of each joint with a povocr press constructed in accordance with the manufacturer's specifications. IdeodflcaL1oo: The Coenpucrus series Cptatc is ernbossal with the kczer (• (or the No. 20 gauge plate . 8 for the No. 18 gauge plate. The No. 20 gauge CN series is i&ntificd by the Leas "CN" embossed on the plate, and "0418" for the No. 18 gauge plate. [II. Eyi<knct.SubcsJtted Descriptive literature, details, calculations &nd load tests are subenined in compliance with U.B.C. Standard No. 25-17. Findings IV. 1nd1ns: That the Cooiputrua Thiss Plates described In this report cocsply, with the 1982 Uniform Building Code, subject to the following conditions: 1. Tht connectori are lnaulkd as set forth In this report. L Ailowabie loads are as art forth In ThW.e No. I. Tbe allowubk loadi may be Increased for duration of load In accordance with Section 2504 (c) 4. Color, are InstAlled In pairs on opposite Laces of the rrwm- bcri and axe not Installed at loa(1ons wIse rt knots occue. Application of tiusi plates to wood members With a moisture content exceeding 19 percent requires that only 80 percent of the load -aJues In Thbk No, I be used. Plaru submitted to the buBdLng o(T'tdal for approval e1u31 Indicate a maximum mots-tore content for the wood at the (line of plate installation. Stresses at the net bectioa of sted plates are not In excess of the sins preen ted In Chapter 27 of tbt code. The maximum Lenjik load Is deternthsed by multiplying the cflkkncy ratio times the V-on area of the plate times the sled design stress. Wbtrr ooe-boszr flre-reststle constructloa is required, see Th± . nical Reports No.. 1352 and 1632. S. The allowabie load values are recommended only when plans. truss cksLgns and cakuiatl.oas aresubmitted and accepted by the building ofTldal as showing compliance with the Uniform Bui l d . leg Code and specifying that Ca beka tine inspection will be pro- sided In accordance with Section 2510 (h) of the code. 9. ihisses are Ladlv$dually designed In accordance with recogzstzed engineesing pdnd pies.. This rrponl Is subject to re sxnlnatloo in one year. TABLE NO. i—AL.LOWABLE LOAD IN POUNDS PER SQUARE INCH OF PLATE CONT A C T AREA wuoea 5pf3 RATIO ON Pencexfl sOtJThtAi reuow pcse l4tM-R otxiotj.s flnana Oon at load 5I saQad So n.. Ow pt.4 Ot.,on at load - ,So ow vel.at Ow Ot,,c5cn at load mtftoocf to ow lan0 at Ow 06M<00n at toad WIth ,1'oO.'S to tw0 at ow pLow TYPf Of PLATE 0' to 45' 44' 10 ow So Lr 44' 1050' CN 204 136 161 107 10 WC 165 110 146 97 0' tO 4.TII 261 36 07 59 74 42 42 AECEt\ FEB 04 187 COLLN.S ICRO technizal report., are issued solely to provide Information to Class A memberi oft/is organization utiilzing the code upon o.hich the report Is hnj.d. Techni.coi rrp.orti are nOt to be con,trissd as representing aesthetics or an, other attributes not specifically addreurd nor a, an endoria'ment or recommendation for use of the subject report. This report Is based upon Independent tests or other technkal data submitted by the a p p / r a n t . T h e / ( f l ( ) t e c h n i c a l : t 4 f J h a s rrvi,w,d the test results mn4d104-other da.t, but does not possess tsst/a€ilitisi to ,rw.*e.n independent veri[scntion. 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U U U U U U I - l'tlI blat Figure 5 Permanent bracing roust provide sufficient support at right angles to the plane of the truss to hold every truss member in the position - should be placed on the trusses in any one area: they should be spread assumed for it in design. In addition, permanent bracing most be r.gor. . . . . •... out evenly Over a large area so as to avoid overload:ng any one truss. All designed to resist lateral forces imposed on the completed building by mechanical equipment should be located only on the trusses specifically wind or seismic forces. ..,... . .. .. . .. between laterals placed at approximately 45 degrees recommended designed to support it. It should not be dropped or even set tewpoear*ly for stability of the bottom chord. Diagonal bracing in the plane of the . in any other area unless the trusses are adequately shored. All floor. Permanent bracing may be subdivided Into three logical compo bottom chord is generally not required throughout the length of the trusses should be adequately shored if pellets of masonry materials are ... . nenti: .,,. .• .. .. ., . -. ... . t building, but it is recommended that it be located at least at each end to be stored temporarily until the neat higher walls are finished. of the building. In most uses. temporary bracing in the plane of the . . . : ' -. . :. I. Top Chord Plans This bracing is designed to resist lateral bottom chord is installed at the locations specified on the architectural ' STAGE THREE: Permanent Bracing is designed and specified by the . movement of the top chord. If plywood floor or roof sheathing is plan for permanent bracing, and is, therefore, left in place as permanent architect or engineer for the structural safety of the building. It is the properly appled with staggered points and adequate natling, a continsa. bracing. Figure 5 illustrates bracing in the plane of the bottom chord. . responsibility of the building designee to indicate size, location, and ous diaphragm action is developed and additional bracing In the plane is attachments for all permanent bracing as required by design analysis. In . . generally not required....... . .......... . .. Full bundles ol plywood should notbeplacedo tosses This geneal it is desirable to design and locate all bracing sothat itIny construction load should be limited to 8 sheets of plywood oIl any pair work together with other structural parts of the building (such as shear Some metal roofing materials may be depended upon to act as a of trusses and should be located adjacent to the supports. No excess . walls portal frames bearing walls columns beams etc.) to achieve ' diaphragm when properly lapped and nailed Selection and use of tiseis concentration of any construction materials (such as gravel shingles) total structural integrity, materials isat the discretion of the building designer 10 ii 52 20,a wro.5. length of a web member. As described earlier in the dscsasson of Fiçizt8(b) . . anchorage is essential to stabilize the Lateral bracing. ' '' :.'' . ' .. ..:......................''" , Diagonal bracing the plane of the web members is also used to I distribute nag al loading to adjacent trusses and to spread lateral n.m." 0* ae forces to daphra.gms or shear walls Spacing of rows ot diagonal bracing in the plane of the webs is a matter of judgment to be made by the building designer. and will depend upon the truss %pen. truss configure- tion, type ofbuilding, andthe loading. Generally, for roof trusses the spacing ranges from 12 feet to 18 - I feet depending upon how It relates to the bracing in Use plane of the APPENDIX 1 top chord. For floor trusses the cross bracing should be approximately 8 teat on centers. Lateral 2n6 strong-backs may also be used for some '. It is intended that this appendix contain only tentative recoIl . floor systems, . . . menditions that may be used as a guide for on-site handling Inc erection until a more complete statement can be prepared. There ma' Figure 1 and Figure 4 illustrate bracing Paths plane of the webs, ' be some Instances in which additional precautions will be necessary..' 3. Bottom Chord Plies., This bracing is required to maintain the UNLOADING. If possible, trusses shall be unloaded on relatively truss design spacing and to provide lateral support to the bottom chord smooth ground. They shall not be unloaded on rough terrain that to resist buckling forces in the event of reversal of stress due to wind would cause undue lateral strain that might result in distortion of truss - uplift or unequal roof or Ifoor loadings, . - ... ' joints. Dumping of trusses is an acceptable practice provided that the trusses are not damaged or encessieely stressed in the act Of dumping. For multiple bearing trusses or cant lever conditions. port cm of r. .'.'- the bottom chord become compression members and should be braced .... . The builder shall provide protection from damage that maybe %laterally to resist buckling in the same nsa nec as the top chord of caused by on ste construction activity , t - simple span trusses, , . . ... - ..... ..'.' . STORAGE. Care shalt be taken so as not to allow excessive bending of If pastlins are use4 spaced not to exceed the buckling length of the Bracing in the plane of the bottom chord is also designed to transfer trusses orto allow lipping or toppling while the trusses are banded at top chord and adequately attached to the top chord t s recom lateral forces doe to ve seismic or s.nsc bids to side wells shear walls or when the sq 5 ernoued .. ,e.erldad that dsaqonal brats b led to th unde 'de I the . other resisting structural elements, 0agonals between continuous . -' chord to prevent lateral sh,lts of the purin 0 ... . lateral bracing serve to stabilize the bottom chord. ft is recommended If trusses fabricated with fire retardant treated wood must be storm sq that one complete bay of diagonal bracing be installed at each end of . prior to erectIon, they should be stored in vertical position to proven Figure Eli) illustrates the necessity for applying diagonal bracing in arty building. and additional such bays be located at specified intervals . water containing chemicals leached from the wood from standing a. the Plains,of the top chord despite the use, of closely spaced purlinu, not to exceed 20 feet. Figure 5 illustrates the .zes of bracing in the the plates, A further precaution may be taken by providing a cover Ic plane of the bottom chord. . ., the trusses that will prevent moisture from cowing in direct conta' It is recommended that this diagonal bracing, as shown in Figure . - . with the trusses and which can be ventilated to prevent condensatio B(b), be Installed on both sides of the ridge Isni In all end bays. lIthe These recommendations for bracing wood trusses have been derived . . build" exceeds 60 lent In length, thin bracing should be repeated at . from the collective experience of leading technical personnel in the ERECTING TRUSSES. The truss erector or builder shall tike II internals no eater than 20 leti. wood truss industry but must, due to the nature of responsibilities necessary precautions to insure that handling and erection peoceduc. involved, be prevented only as a guide for the use Of a gsaalif ted building do not reduce the load-carrying capacity of the truss, ...... -. 7. Web Me dm Plans The purpose of this bracing is to hold the designer, builder. or erection contractor. trusses in a vecavl.l passIon and to maintain the design spacing. In Trusses sisal) be installed plumb, at specified spacing and in-plat addition. thin literal bracing may be required to shorten the buckling (i.e.. trusses will be properly aligned), . , '3 For lilting trusses with spins in excess of 60 feet, it is recom. mended that a slrongbach be used as illustrated in Figure A)3). The Figure Al2I ' strong-back should be alached to the top chord and web members at internals of approximately tO feet. Further, the strong-backs should be For truss spans between 30 feet and 60 feet a suggested lifting at or above the m.d.heigflt of the truss so as to prevent over-turning. The procedure Is shown in Figure A)2). It should be noted that the lines strong-back can be of any material with sufficient strength to safely from the ends Ot the spread,e bar "toes,,." if these lines should carry the weight of the truss and sufficient rigidity to adequately resist "toil-out," they will tend to caus, buckling of the truss, bending of the truss, 17 I. IV— Ffa,, A)1) A suggested procedure for filling trusses is illustrated In Figure All) if the truss span does not exceed 30 feet. Is jt rir' Th.- L'A6 =1 4 ag el 7~7 RECEIVED FEB 04 1987 CO L L INS CONFIRMATION OF. ORDER CJ&RNIA Trusses aie NOT RETURNABLE. plect,'.. check inimedictelY if 1!-.c!rz are (714) 749 carefullY and not ify us any chonges. C make ALL changes I" pleas trusses cflt r order is on additionol Please initial, date and return ON'E f,Lricoted P. 0. Box 1240 3665 CcIco R (A& I.ISE) • Perri& CA 92370 - : - By A -- - —'-- LATERAL BRACING REQUIRE-:ENT: LoauL)unAos,:c::: ampuTrus Inc. (w3) + I Required on Spans O~er 41'-4" SPACED ?4 0 C . LL - OL ON top CHORD' 1.25 30 Pbf DL ON BOTTOM CHORD • 10 PSr. - . TOTAL LOAD 40 .PSF PEAX 5 PS flIOUCTION T0nN ON._!... _i!_. BOTTOM Ct.000 AXIAL STAT $5 ON LI (2x6) C-50.7 to 68'-8" 5.0 3.0" • SPLICE - REACTION. 1703 (2x6) c-516.0 42-0 x6 C-5.50.7 to 48'-8" IS" MAXIMUM.TRUSS MEMBER FORCES (2x6)C-40.0 to 36'-S" 4.0 2.0 (26) C-5x6.0 to 42'-0" 1.5" - 11 - -4370 B! - 4146 WI - 652 (7x4) C-4a6.0 to 48,-8" 4.0" 3.0" (2x4) C-5x6 0 to 48'-8" 1.5" 12 - -3852 82 - 3243 542 - 649 (2z4) C-4a4.3 to 36'-8" 4.0 1.5 (2x4) C-50.1 to 36'-8" is" 13 - -2629 921 W3 W4 1192 -. NO SPLICE -- C-2.5x4.3 to 48'-8" B ALTERNATE SPLICE (12) SPLICE D ' ............... N. b59"il 4.11 . . ...... (11 .1.1"; CrIsis sir B's. "9 W,XwT T,u,ws OwT . . .5' I',......... 1.3 ..............':' & •0 ta,.," *'. 510-1 iaar."ç 'n.' •-'--',i &n,e .5 IN. ''S,,nS.;.'.l ,,,''P tS0echt ca,t,SCI& Qn as%.,neS ?',,s'as at C 00 .s"( - a non'CO'rOlnt tnn,,00. 'nenl dna a,, 'I, C'y conel,Ofl OlASt 8 Oes.gn a,s,,r','-s Isil twang at an ,,,000',s sno..n Sm." o, .e0ge 4 nec eS.al 9 O'es'Q'n assalnes aoeq,,alC 0,8.1159.' '3 p,0'Oeo - TO Plalet shall be located on both faces 04 0sn and placed io ll'e Cenle, I.nes c00lcde wth jorif Centel IntO II O'ç'is e'd'cale SOC 04 DIJIC a, ,nChei - 2 To. bain.0 000-Qn ,abae1 04 The Coo.Jfl4 Plate ,11CAC88,d by Pt. C. see lCBORR 4211 3 Tine Con,o,.a,,,s Net Section PLait '3 a'8ted by Pt. _,3 0eS'gndIO, 181 .nd,calen 1895 11151.11 is s,seg Al 0rt..1 o.e 20 g.a 12 ' (2x6) C-4x6.0 to 48'-8" (LXD) 1 -).)x7./ to 9O0 I.) .(2,6) C-4x4.3 to 42-0" (2x6) C-5x6.0 to 421-0" -1.5" - Cwt Pan.4 Sv1.c.Nol.: (2,,4) C-2.5x6.0 to 48-8" (2x4) C-5*6.0 to 48'-8" 1.5" Dane, "Qh On panel po.n,s0IceselocaledatI/SP,. 6- at e4he, end of t" Pantif w-11,caled (2x4) C-2.5 4.3 to 36'-8" , (2x4) C-5x5.1 to 36'-8" 1.5" - NO SPLICE C-1.5x2.6 to 48'-8" 7'? 6EOS,IALPANELSTOPCn-,ORD a EOUAL PANEL: BOTTOM C1101101 F:R D B? s,-rroMs'ry CDT ICC 1055 Notøt nrc 7x4 - 8) )L H-FIR , C-3x9.4 C-)n7.7 C-2.587.7 to to to . 48'-8" 39'-6" 32' _11.. .,.-4,r .e 'it I ?'woulm' NO SPLICE C-2.5z7.7 to 48'-8" SPLICE C-50.7 to 48'-8" SYMMETRICAl, ABOUT CENTERLINE FILE NO TRU64 - 48 - 4 - 40 DATE 6/1/84 REF 25-I DES BY SC SEQ STAXDAgI3 CH-3x10.2 to 48'-8" C-2.5x4.3 to48'-8" - SPAN 10 48-8" C -3x6.0 to 45'-I0" SPLICE P, E C E,1 V ED C-50.7 to 48'-8" to 39'-6" . - ' 'FEB 04 COLLINS FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE M I N I M U M G R A D E A N D S P E C I E I N D I C A T E D CHORD ,n c iaoo r i io P I icoc I flF I OT nc I 02 n I czcz -4F I oi I-1F I I 2x6 - 48'-8" 481-8" 481-8. TOP CHORD 2x4 48-8" 48-3" 46'-9" 45,-0" 43'-3" 40'-3" 45'-6" 43-2" 39-I" 41'-5" 38-8" BOTTq.4eo'f"%&. 48'-8" 46'-2" 42 --1 1'j 37'-5" 48'-8" - 44'-6" - 38'-4" WEB MEMBERS- 2 4 IPD OR STUD GRADE HEM . FIR, 2 0 3 82 HEM . FIR OR AS NOTED ON DESIGN 40- 0- 0 HIP TRUSS SETBACK 8- 0- 0 FROM END WALL LOAD DURATION INCREASE - 1.25 LOADING IC UNIF LL+DL- 60.0 PLF 0' .0' TO 8' .0' VERT TC UNIF LL+DL- 60.0 PLF 32' .0" TO 40' .0" VERT TC UNIF LL+DL- 150.0.PLF 8' .0" TO 32' .0 VERT BC UNIF LL+DL- 25.0 PLF 0' .0" TO 40' .0" VERY TC CONC LL+DL- 560.0 LBS G 8' :0" TC CONC LL+DL- 560.0 LBS IP 32' .0" 3 MEMBER FORCES 1 1" -9846 B 1- 9342 14 1- -21 1 2- -9756 B 2 12555 U 2- 1914 -9321 B 3 14298 14 3- -3673 -12936 B 4- 14880 W 4- 1209 TS--14580 B 5 14298 14 3- -1701 1 6- -14380 B 6- 12553 W 6- 504 I 7 -12936 B 7- 9339 14 7- -426 I 8- -9321 14 8- -426, 1 9- -9756 U 9- 504 1191- -9846 1410- -1701 1411- 1209 1412- -3675 1914 -21 LEFT - 3339 RIGHT - 3339 /\Ca~ . puirrus lnr-j . flAl.#ACTU.O. t,Ca.ttenc . ca.,,nin SYSTEWI Hip set to 40'-0" Hip No.1: Setback 8'-0" from end wall. Three complete trusses required. Join togethr with 16d nails staggered at 12' o.c. throughout Bottom Chord, and 12' o.c. throughout Top Chord and Webs. Hip No.2-7: Single member as shown. spaced 24" ó.c. WAliNINOl I. Read .11 O.n.ral Halos and Wombsge b.4a., cOnabwcion 04 ina.s. bulld. and erection coninacton su,004d be sd.$s.d 04 an O.n.rol Notes and W.n,lngo before construction 2x4 Coprusalon erwin bracing wonol b. h,slatlod ,+,.e +. & Alt t.t.,.I force resisting aloanente Such as tonpore.y and p... arsani bracing. maci be designed and pru.id.d by d..an 04 covetpWo In.ctsr.. Compairs.s locus,.. no rw.pansibwty to, s..c$, b'wcfrrg. S. Na load should be applied to any componenT anti Shared IS; and lotion.,, a,e cempini.. and at no limo should any toads wooteet than design load, be applied to any co, Venal Censpatn.e has no caneol on.r and esosenoe no ranponoi.7 tor the fabrication, handling. nldçons.ni and bsatatt.tlon of tor Vor This danlgr, Is tan,lnh.d 5ob5.d 10th. imiTation, on hi... d.olgn. 04 loath by the Tn.ai Plot. Institute in wilrocirm Wood Tnm.s.,vW1.Tr. o copy at rabid, will to lusslohed by Cen.puteue upon rwsa.w& O.n.tS Not.., unless otherwise fiOtet I. Design to Support bad, a, ShOWS. Design asnunses the top and bottom chorde to be laterally braced at .T-a' o.c. and at 170" 0.6. respectisely. 2s 4 Impact brIdging or lateral bracing ticonwne.ndiall wPanS shown + ,. Installation 01 true, I. liii responsibility of the rospecthrecarvilrarclor. S. Design assumes trusses are to be used In a ,ieA.cot,odno otwiron' mont. and are to. -dry condition" of use. S. Design ansumes full bearing at all euppofle mOSS. Shim o,.odgelt necessary. 7. Design assumes adequate drainage Is pronided. 6. Plates Shall be located On both taco, Oft,,,.., and pi SO their canter tines coincide with loint center an.,. 9. Digits Indicate size of plate In Inches. to. For basic design nato,, 04 the Comitatrus Pinto. Indicated by 9,1 pr.tln "C'. see l.C.BO. o.R. 4211 If. The Computn.s Net Section Plat, Is Indicated by the proite 'CN". the 0e319nator(18) Indicate, 16 go. material I, used. All others are 20 0. 2x4 Stub at 48" o.c. with C-1.5x2.6 Typical. RECEIVED C-2.5i4.3 Ho I J . . rr 4 i II1J C-3x7.7 FL '± C-5.5x11.9 U - S°I.'I 18 46-00-00 STIOIE1AICAL A891JI CEHIULD lf(t70 ENClRt:' OFC,'t_"i CHORD FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE A N D S P E C I E . I N D I C A T E D FILE NO.: 8H-40-4-405 SIZE 2400F I 2250F 2100F I 1950F 1800F 1650F 1450F SS DF 41 DF t2 DF SS HF 91 HF DATE 5/30/86 2x4 . X REF. 25-1 DES BY AM TOP CHORD SEQ - [BOTTOM CHORD 2x4 . - . . X 17hSl WEB MEMBERS -2 x 4 STANDARD OR STUD GRADE HEM -FIR, .12 HEM -FIR OR AS NOTED ON DESIGN 171:LOA ! , NO EXECLP1I0 TAI-N. LI MAKE CORCncNs CiED LI REJECIED LI 1EVE AND fESUiT Li sunr SECU ftD ITEM is uE.' c::;.j Li(:::.(;r .TLI THi i)ESGN SI) : .' i: .: f.;.• ::$ :.:o S'EC!. 1 . . •. IsY ii c' STiu(;tu;.,,L Oi'ftIJLi,\!:Ts DAI G— * jq -- 1ttJ , !P 5-°r eL -: Ilr4J 4. • ALL V1MJW5j0t4 f, ic 15P— .5 0 HD ITi: Li lEJECTtr. In, ner: l.(PIiLi'LO #;tt. vii: t/.nr: Li: ccnrc-, ,G. ri — - Trusses are NOT !Lea CCCk . S. carefully and notify us immadicle 1ft Y ' crc . any chcjflCS. Ploaso Make ALL chCngCS In on adition0l trysres after or Pr ce may ciangO ofldit Oc op.yJTh u;c. c 2Ic fubdcotcd Please ni.ial date •.,.. 33 213) 0 (C19) 2J'3i P. 0. sop 23865 By RECEIVED FEB 04 1987 COLLINS S CO) RNIA 7 1714J 657.749 .R CO. 1240 poico P4. (A l-IBE) .P.iia. CA 02370 O -e,N1 / trr RECEIVED FEfl 04 1987 CC) L LIN S TERAL BRACINC REQUIREMENTS LOAD UUPAT'ON INCREASE 1.25 :: Span s LOADING (WA) (+) 2 Required on Spans Over LL'DLON TOP CHORD . 30 PsDL (W4) + I Required on Spans Over 40'-6" ON BOTTOM CHORD • 10 PSF* TOTAL LOAD ' 40 PSF* ALL WEBS TO BE 2x4 ON SPANS OVER 60'0" 5 PSI R(OUCT'ON TAKEN ON BOTTOM COORO AXIAL STRESS ONLY REACTION . 2520 MAXIMUM TRUSS MEMBER FORCES SPLICE TI • ,,6581 81 - 6244 WI • 121 (2x6) C-7x9,4 to 721-0" 2.0" T2 - -5191 82 - 6244 1(2 - -1421 (2x6) C-5.50.4 to 60'-0" 1.5" 13 - -3920 83 - 4903 113 • 589 W4 -1446 (2x4) C-5.50L7 to 50'-9" 2.0" : 1775 (2x4) C-5s6.O to 48'-8" 1.5?' NO SPLICE -- C-3o6.O to 72'-0" . SPLICE D C-2.5x6.0 to 600 ALTERNATE SPLICE '12) (2x6) C-7x9.4 to 72'-0" 2.0" (2x6) C-5,50.4 to 60'-0" 1.5" .(2x6) C-5.50L7 to 72'-O" (2X4) C-5.5x7.7 to 50'-9" 2.0 (2x6) C-5x6.0 to 60'-0 (2x4) C-5o6.O to 48'-8" 1.5" 6 EOUAL PANELS TOP CHORD AL PANELS SOTTOM CHORD B H (2x6) C-709.4 to 72'-0" 7.0" 3.5" (2x6) C-5.50.7 to 54'-0" 5.5" 3.0" (2x4) C-5.5x6.0 to 50'-9" 5.5" 3.2" (2z4) C-4x6.0 to 48'-,*" 4.0" 3.0' B 12 4 2x4 BLOCK C.n.,ai HoleS ........... .. -.* IASS'.* ...................5 . . ....I. '' ....., I"- XrS Q'Se, a'I ( "t:..........•-t.' IS Dt-I.l'.'a.,, .'v•, at S '''1 a'lr: •, I •? oc '*cx IVtI5 8ac.s9Wo.v'.uss,% BbT Pate IflSI,IIt' Iz3i:Inu,,s •aItsal 000 o'ac,ng •?We'.t SNOWS tc. O",q."g o. 'me'al macnc ,eC,0,n,,en0eo N' 1"*,.4lt.4IOfl CI 111.55 .5 INe,.esoons.b.'.I, CI the 'eS.OeCl'"e cos$,aclo. Oes..n OSSuWOS Itusset ate TO be .-sea fl a nO,'CO,'Ol.nt tl'n'IOII- 'SC"I .4110 ale II), CI COSCIOn 04 uSe O 01s.qn assu"rs lull bean9 at all sLDpo'Is shoWn Sr'.,n 04 ndge .4 nec es 5.4y 9 Dns.g'I assul"es b..)eouale O'a.nage '5 plo..oec 111 PlaITS sItar? be IQCaleTi 011 boll laces Of 111,55 114, P100 tt*.. Cr11111, "ne, cO.nc-Ofi WIN loll cede' .me' II O.q.?s •'lC.CJ?S 5.i3OI plaiT fl 11CI'CS 2 In. fla,,t Oes.çfl uIlu.'s Xl INC Cur"XuI'us Plate •nC.Calea 0'y?'t o' e". C s.s,C8r, AR 4211 Ci"pul.us Hr. SeC'.ofl Pitt--s ,'c-Calr t. nt' pie!" Ct' fit :s-s.ynaIel 'I 8. ,'10.5 16 ga I-aue..al .5.5011 All ol"e,X ate 20 ga 041 P.n.l Soce Not.. 0?! oaflel poXl spices ale ocalea at I S the 3a0e1 ,finqT' 6 XI C-l'Ie' no 01 ISp 031e$ ,fl&CaTeO - 000C..FIR .. Dom 11.9 C-4x9;4 to 51'9" am . C-5mm14.5 to 72'-0" ' I.....-... I ALTEP.NATE SPLICE (83) NO SPLICE ALTERNATE SPLICE (82) r'i C-4011.9 to 65'-I0" ,I NO SPLfCE DOM 720 CNI8- C-3x6.0 to 18 .. SPAN TO 72'-0" 4x9 4 to 51 9 C-Ax9.4 to C-3x9.4 to 60'-0" SPLICE . ' . . • ' \,"' ,,/ SPLICE C-5.5x11.-9 to 72'-0" C-2.5x2.6 to 72 -0 -5.5XI4.5 to 72'-0" . C-509.4 to 60'0" C-I.5x2.6 to 60'-0" . . C - 5.5.9.4 to 60'-0" ' SYMMETRICAL ABOUT CENTERLINE . . . FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM G R A D E A N D S P E C I E I N D I C A T E D FILE NO TRU66 - 72 - 4 - 4* CHORD SIZE 2400F 2250F 2100F 1950F 1800F 1650 1450F SS OF #1 DF #2 OF SS HF #1 HF DATE 6/1/84 2.6 72'-0" 70'-0" 67'-4" 62-7 67'-I0" 64'-3" 591-I 61'-4 57'-10- REF 25-I DES BY sc TOP CHORD 2.4 501-9" 49'-7" 481-0" 46'-7" 44'-10 43'-I" 40'-I" 45 -4" - 43'-0" 38'10' 41'-3" 38'-6 SEQ BOTTOM CHORD 2.4 72'0" 69'-0" 64'-0" 55'-2" sy-r 's'-)" 61'-!" 55'•O" 46'10 52'-0" 45'-" WEB MEMBERS -2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 X 3 #2 HEM - FIR 08 AS NOTED ON DESIGN FED 04-1987 /,~CampuTvus InjJ . I4Al*.ACfl.0 . t0ICFeSO 0tflflt5 SYSYCMI }4f, No. 1: Truss setback-10'-O" from end all. Three complete trusses required. Rip No.2-7: Spaced 24"o.c. Single ac01,.r as shown. Hip No. 1: - Three complete trusses ,require.d. Join togethet with 16d nails staggered at I.2"o.c. throughout bottom chords and 12" o.c. throughout 48- 0- 0 HIP TRUSS SETBACK 10- 0- 0 FROM END WALL - LOAD DURATION INCREASE - 1.25 LOADING TC UNIF LL+DL 60.0 PLF 0' .0" TO 10' .0" VERT TC UNIF LL+DL- 60.0 PLF 38' .0" TO 48' .0' VERT TC UNIF LL+DL- 180.0 PLF 10' .0" TO 38' .0" VERT BC UNIF LL+DLr 30.0 PLF 0' .0" TO 48' .0" VERT TC CONCLL-sDLo 900.0 LBS @ 10' .0' TC CONC LL+DL- 900.0 LBS IP 38' .0" LEFT - 4740 RIGHT - 4740 BEARING AREA REOUIRED (SQ. IN JOINT 1 7.58 OF / 11.70 HF JOINT 13 7.58 OF / 11.70 HF C-1.512.6 t-7504.3 C-2.514.31 ha soJ I 1-7.357.1 C-l.5a2.6 - C-7111.91 SO I 1/4 C-2.534.3 . . 170.11 TO 48-00-00 - - STIOEII(ICAL 48WT WUERIIE RECEI VED WAttHll4OL - - I. Read a tl O.n.,al Not.. and Wan*lga besot. constn,dt$o.0 aS see. Build.. and ..ctlon conft.clo. .1.o.M be .dniand 04 ad deno..4 Hal.. and Warnings b04o.. cen.tn,c0on 1.3 comp..s.lon w.b b.edng e,wt be Installed 04,s.e M'•. & All lateral toec. ,latlng adsnnts ouch a. l.eepo.oey and beaclng. must be desIgned and p.esidsd by d.algnse .4 oal.t. stn.,elum. Compaitri.. as.,an.a no esapon.0lty to, sucR bnmsg. & No load should be applied to any component testS alt., ad bracIng s.d t.et.n..s ars complete, and 450 tone sOtotmOd any loads gesetss than design loads b. Applied to any tm..n...unant, & Co.nputlrus has no .00001 o0. and macsea no l..90nadIt7 for to* labrictlon, handling6 ahlpnl.nt and bsetsfl.tlon Cl C0.npono.to, T. This thelgn Is tsenl.had au610cl 10th. Nndtatlons on fr.dsa doslgese set lo,ttt by to. True. P1.1e lnellltmta btD.sCIs.Q Wood T.w.a... BWT.711. a copy 04 ettich 040 be h.nlsh.d by Co.s,lnse spot r0a. g.ee.,d Nota.. UfllS Otharwls. noted. I. Design to support toads as shown. Deln assumes the top and bottom chords lobe Iote.stty braced at 30" oc. and at 17.0" O.C. respectlsoty. 2.. 4. Impact bridging of lOt.eat bracing ,0,Wtt0nd0d wIser. Shown * +. Installs tIon 04 truss Is the responsIbIlIty 01 the respect" contractor. S. DesIgn assumes Irrusses are to be used In a non-comosino anshon. trient. and aue to, 'dry condition- of use. - B. Design assumes lull bearing at all support* 5110.15. Shim at sedge It necessary. 7. Design assumes adequate drainage Is presided. 6. Plates shall be located on both laces 04 truss. and placed .0 theIr Center lines coincide 04th IQint center III.... 9. Digits Indicate size Of plate In Inches. tO. For basic desIgn rallies of the Co.r,putrue Rota. Indicated by the Pratt. C, see I.C.8.0. R.R. 4211 11. The Compolru, Net Section Plate Is Indicated by the pretbI CH. the designator (18) Indicates 18 g& ntateelal Is used. All 0th.. er. 20 1950 3 MEMBER FORCES T I- -14223 B 1- 13491 U 1- 144 1 2 -13866 B 2- 13491 U 2- -291 1 3- -13224 B 3 16542 U 3 2814 T 4 -16542 8 4- 18642 U- 4- -4200 - -18642 B 5- 19902 U 5- 1950 -19902 8 6- 20322 U 6- -2790 1 7-.-19902 8 7- 20322 W7- 5206 1 8- -18642 B 8- 19902 W 8- -1674 1 9- -06542 B 9- 18642 U 9- .471 110° -13224 BID- 16542 UIO -558 -13866 811- f2491 1411- ios -14220 812- 13491 1412 -558 1413- 474 1414- -1674 1415 1209 - - . 1416- -2790 - (418° -4200 - 1419- 2811 - . - 1420- -288 1421- 144 . FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM G R A D E A N D S P E C I E I N D I C A T E D FILE NOJOHIP-48-4-404IIIPS 117 CHORD SIZE 2400F 2250F 2100 1950F 1800F 1650F 1450F SS DF #1 DF 02 DF SS HF qi HF DATE 1 2 /30/86 REF. 251 DES. BY LS TOP CHORD 2x4 . - . . X . BOTTOM CHORD 2x4 . . . - X SEQ 28177 x 4 STANDARD OR STUD GRADE HEM - FIR. OR AS NOTED ON DESIGN (/1 t6 q__z IIIIII LOA 17'4 1L4 - .. AO . .. . . T-;i -r-rp . .. . HJH . a . - . • - . .. --•Ii_1T') '-< . • _______ .• . t. • - - • : -'f' lzr1 '4 ______ ______ . •. - ALL, VW6451,pp4, la 15155 - •• . "a' f-I? 1O6f'.'Tls'P4. • . . . - RECEIVFr - - . FED 04 1987 - CONFIRMATION OF ORDER COLLINS Truss are NOT I1ETUNABLE. Pccs check carefully and notify us h'.mcdicteIy if there are • -any chcriges. Please make ALL changes ir. RED. Pr'c-:,-s may additional trusses ofitir order-is chcr.ge.on RNIA RNIA _____________________________ 4J 657.749 k By • - - • • • P. 0. Box 1240 23655 Csico Rd. (Az I.15(( • P.ti-. CA 92370 - /X)vt • -. .• • - • '<1T,' JDj1..ui- :. . - DJT. -3,:rj4 LOAD DURATI:N::cREAsC 1.2 Hps:rToj:'-o" I In 8'-(' FROM LL. LOADING ,,. HIP NO.2-4 SPACED, 24 O.C. - U.. + DL ON TOP CHORD - 30.0 PSF - DL ON BOTTOM CHORD - 10.0 PBF. TOTAL LOAD - 40.0 PSF* - 03 PSF REDLCT ION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. - - (HIP NO- )M FORCES :T 1 -7396 9 1 7017 U 1- 118.3 T 2- -7018 8 2- 944 U 2- -2627 1 3- -992 8-3- 9453 U 3 - 178 HIP NO.1 - T','o Completetrussea required. 1 4- -7018 8-4- 7017 U 4 178 Join together with I6d nails T 5 -7396 U - -2627 staggered at I2"o,c. throughout. -- U 6 1183 HIP NO.2-4 SINCLE MFHBRAS SHOi1N.. . REACTIONS -LEFT - 2640 RIGHT - 2640 - . .. OFF PA.4EL SPLICE NOTE: 24" 24 26' •• Off panel point spI1cs are located. ,2x4 STUD WITH C-1x2.6 TYPICAL. it 1/5 the panel length +/-6":t 96 A.LTERKATK SPLICE 7" 8'-0" (HIp Ho 1) SPLICE 3 12 H NO SPLICE t3 12 C-4x.7 . . . . . aM NJ Z-!: i 1 1 5 (SPI) ; IL T : : ::: J No SPLICE ALTERNATE SPLICE 1/4" 1/4" smomm .0-5s9.4 (Hip 80.1) SPLICE (Hip No.2-4) - C-5x9.4(Hip NO-I) 32'-0 • C-5s7.7(Hip No.2-4) . TO SYIDIETRICAL A3OUT CENTERLINE FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE M I N I M U M G R A D E A N D S P E C I E I N D I C A T E D - FILE NO.:8HIP - 32440* 01-95 C SIZE HORD #2 2400F 2250F 2100E- 1950F 1800F 165 0 F 1 4 5 0 F S S D F E IN DF SS HF #1 HF DATE: 12/1/84 2x6 X X REF.: 231 DES. BY: TOPCHORD 2x4 . ' X I so BOTTOM CHORD 2x4 . x -I I x WEB MEMBERS - 2x 4 STANDARD OR STUD GRADE HEM - FIR, 2 x 3 #2 HEM . FIR OR AS NOTED ON DESIGN )_ alp, t, I J111, II lijil - -/ . isu z'ol.6. . - AL.L 10 I - _______ H ''n-" 1lTl. - RECEIVED ORNIA - l - CONFIRMATION 0 ORDER (714) 657-749 I • I _________ Trusses we NOT ETUNABtE. Please check 1' • carefully and notify us inimcdictely if there are any changes. Please make ALL changes change on additional trvsses after order is P. a'Box I P40 fabricated Flease initial, date and return ONE cop 23855 C810100 R& (At 5E1 . Perri& CA 92370 ----- De - IT - TRUSS SPAN ZI'- .00 DURATION INCREASE - 1.25 LompuTrus Inc. Z LOAD -wvw RECE IV ED R E C E I V F SPACED 24.0 D.C. . LORDING . - . LL + DL ON TOP CHORD = 30.0 PSF i4 198 7 , DL. ON , BOTTOM CHORD = 10.0 PSF. -- TOTAL LORD = 40.0 PSF. *5 PSF REDUCTION TAKEN ON, . .• BOTTOM CHORD, AXIAL STRESS ONLY. -. SINGLE MEMBER FORCES - To T 1= -4845 B 1= 4597 U 1=,. -449 T 2 -4578 B 2= 3877 U 2= 633 T 3 -3644 B 3 3266 U 3= -631 c-sis T 4 -2785 B 4= 3266 U 4 587 1.5"(Spl) LEFT 1765 RIGHT - 1785 SEA RING AREA REQUIRED (SO. I N) OFF PANEL SPLICE NOTE: Off panel poiqt sR11ces are located either end of the panel Indicated. ,.2x4 block C-411.2 p . .Alt.S p C-5.5.z9.41 spi I Ch-3x10.2 C-2.5z61 No Sp I . CNI83x1 3.6 - C-2.5i6 C-5.50.71 Spi I - .. . . . . . .- r 9'AN 1051-00-00 SO)0(IR1CAL 088)1 c&IET1 112 FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE A N D S P E C I E I N D I C A T E D FILE NO.: u5I4.40*(24) C SIZE HORD I4OOF 2250F 2100F 1950F 1800F 1650F 1450F SS OF #1 OF u2 DF SS HF. 1 HF DATE 12/30/86 REF 25-I DES BY LS TOP CHORD 2x4 . SEQ 28176 . BOTTOM CHORD 2x4 . . WEB MEMBERS . 2 x 4 STANDARD OR STUD GRADE HEM - FIR - OR AS NOTED ON DESIGN :1i 10 RECEIVED FED 04 1907 COLLINS SI- 0- 0-HIP TRUSS SETBACK 10-0- 0 FROM END WALL LOAD DURATION INCREASE -- 1.25 f Inc. ompuTrus Inc [ , LOADING TC UNIF LL+DL 60.0 PLF 0' .0 TO 10' .0' VERT IC UNIF LL+DLn 60.0 PLF 41' .0" TO 51' .0" VERT IC UNIF LL+DL 180.0 PLF 10' .0" TO 41' .0" VERT Truss setback I0'-0" from end wall. BC UNIF LL+DL 30.0 PLF 0' .0" TO 51' .0" VERT Th'ree complete trusses required. TC CONC LL+DL- 900.0 LBS @ 10' .0" Hip.NO.2-8: - - TC CONC LL-DL- 900.0 LBS @ 41' - - spaced 24" o.c. - - Single member as shown. - Hip No.1 ' - LEFT - 5055 RIGHT - 5035 - trusses required. - J ,Th oi lt t reecowplete ,,_ J .ith 16d nails BEARING AREA REQUIRED (SQ. IN) ( staggered atll" o.c. throughout - . . JOINT 1 • 8.09 OF 1 12.48 HF - I bottom chords and 12" o.c. throughout - JOINT 13 8.09 OF / 12 - rd - 2'4" :' 24" 24", "24" 24" , ' 24" 24 , , - -0 948ck N C-2.5o4.3 (NS) C-2.516 Cf(18-5.5x17.9(Sp1) 2x4 Studs at 48' o.c. with C-1o2.6 Typica;. .C-5.517.7( t) I . - - C-Is?.? C-2.126 i1 ) C-? + .4 C-2"i - C-Os 11.9 4-f 4-f 1L1 N1-] (A) C-2.518 C-2.5151 No IPH C-Is?.? C-7tt4.51 Sol I - SPAN 10 51-00-00 S)OTRICAL LOW? a3I1tJ&D WASNiNOC: - t. Read sit 0.n.r.INst.ssnd Warnings balsa. ceneboe0ea 01 busses. 2. Saud., and a,.ctls., contractor sAoa4d be adets.d 01 sG General Not.. and Warnings batone construction conweanc.., 2. 1 xl cc. preston oob b.actng mast be tn.tl)ad W$.e.We +. 4, Alt lateral tones misting elements sad to lemper..y and pononanant b.aclng, must be desIgned and presIded by doe.tgner ci cxAaVl ,l. structer.. Ccrnpuh-,.o asaam'es no ,00pon*t41117 for such beaving. & No load should be applied to any ...,..,..n1 saNS often aS athg and fastener. are con,pl.ts, and at no Ibse sitocid any leado Viacom than design load, be applied 10 any ......wo..a..l. - & Compwtn.s has no c.nieol man and 055aesee no a.epon.8g ton the fab.lcatlon, handlin% shipment and Installation of 7. This do. l9n Is tarnished aab(ect to the Untliatlons en bass 1 1,ns sot loam by the Tnt.. Plate botitato to 0.-.clng Wood Trusses, SWT•7e', a co" of which 019 be tarnished by Compainte ppoa Pesadl. 0.n.ral Not.., unless 0there43o noted I. Design to support loads as shown. Design assumes the lop and bottom chords to be tatereJJytodeI 70" O.C. and at 12'.O" cc, fespecttnety. 2a4' Impact btidging or lateral bracing reccartnsedsd Where shown * +. - Installation of truss Is th. rospcnsibility of the re.y'ecltse IWAVS00t. Design assumes trusses are to be used In a noncorro&.e .'rstron. meet, and are for 'dry condition- of ass. Design assumes full boating at alt supports Shoots. Shins ww5dgO If necessary. Design assumes adequate drainage Is provided. - 9. Plates shall be located on both laces of truss, and plead so their cantor lines coincide with joint Center ulne.. Digits Indicate size of plate Its inches. For basic design eslues 01 the Conrpuln.as Plato. ksdlcacd by the prefix "C, see t.C.B.0. R.R.4211 I. The Cornputrus Net Section Ptele Is indicated by the pmlie 'Cpr, the deelgnato.(181 indicate. Ia go, material Is amdAlloillsomW920 e 9. - 3 MEMBER FORCES -, - 1 1 -15219 B 1- 14436 U 1- .: 144 I I 2- -14880 8 2- 14436 U 2 -264- , 13- -14193 B 3- 18213 U 3- 3084 - T 4 -18213 B 4- 20787 U 4- -4929 I 5- -20787, 8 5- 22332 U 5- 2157 1 6 - 22332 8 6- 22845 U 6- -3282 - T 7 22332 8 7 22843 U 7 1338 1 8- -20787 8 8- 22332 W8- -1968. 1 9- -18213 B 9- 20787. U 9- - 522 C-4s119 fl0 -14193 810-- 18213 1410- -657 111- -14880 811- 14436 . WII- 117 -637 W13- 522 C-2.114.3 tA) . T12- -15216 812- 14436 . 1 4" - U14 -196.8 - . W15 1338 W16- -3282 1417- 2157 - - - W18- -4929 W19- 3084 U20- -261 W21- 244 FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRA D E A N D S P E C I E I N D I C A T E D FILE Nd97-51-4-40*(HIPS 11-8) CHORD SIZE 2400F I 2250F I 2100F 1950F I -1800F I 1650F I 1450F I SSDF f 41 DF tJ2DF I SS HF I #1 HF DATE ' 12/30186 REF, 25-I DES BY LS L TOP CHORD 2.4 I B J . J A I SEQ - [BOTTOM CHORD( 2y4 c I - A . 'RUE WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM . FIR - - OR AS NOTED ON DESIGN 'T) ROBERT PRATER ASSOCIATES Robert R. Prater, C.E. 1942-1980 Consulting Soil, Foundation & Geological Engineers Wm. David l-lespeler, C.E. I' - 0• November 13, 1986 •0 239-6E, 785 SGPA Planning & Architecture P.O. Box 33326 San Diego, California 92103 Attention: Mr. Geoff Reeslund and Curt Drake 0 Re: Marshalls North CountyPlaza '• Carlsbad, California Gentlemen: 0 • 0 We have reviewed the foundation plans and accompanying specifications .for the subject building. It Js our opinion that the plans and specifications have incorporated the recommendations presented in our reports titled "Preliminary 0 Geotechnical Investigation for North County Plaza, Carlsbad Oceanside, 0 California," and "Update Report, North County Plaza, Carlsbad Tract 85-2, Carlsbad, California," dated April 30, 1982 and February. .24, 1986, respectively. •.. - - 0 Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and 0 0 practices. 0 This warranty is in lieu of all other warranties either express or implied If .you have any questions _'please call. •- 0 0 •. 0 Very , truly yours, ROBERT PRATER ASSOCIATES Exp. 3.31-90 WDH:'If or- - Copies: Addressee (3) Hughes Investments, Attn: Mr. Brian McDonnell (1) - - 10505 Roselle Street, San Diego, California 92121 (619) 453-5605 I . 0* *,__. •0 I ('t RL San Diego 'November 4, 1986 • Collins General Contractors , • 0 , • 11750 Sorrento Valley Road Suite 209 : ••.. n Diego, CA 92121 Attn: Gil Marshall Subject North County Plaza Pad D Dear Mr.'Marshall: - On October 24, 1986, our field' survey crew checked the vertical configuration of the subject pad. Our field -crew verified that the • pad Is In substantial conformance with the configuration and • location shown on the grading plan and that the elevation Is 19.33 plus or minus 0.10 foot Sincerely, NOLTE and ASSOCIATES. 'C 7 ;77Uzz iames R Hettinger Senior Engineer. JRH.aw 067 CC Torn Purcell, Hughes Investments Geoff Reeslund, SGPA 0 • • 0 • 0 0• •• •• • - ' ' 0•• 0 •• I •0 I. I 0 , 0 0, ••••• + •0 • ' • 0 ' :. '0 ••00 0 • 1 • • • •, •' , .1 0 • . 0 •0• •'•' NOLTE and ASSOCIATES Engineers /Planners /Surveyors 9755 Clair emont Mesa Boulevard, San Diego, CA 92124 Tel: (619) 278-9392 FAX No. (619) 278-4628 ,' - , • 0 0' •• 0 1 0 • r • 0• 0 0 0 • .-• • •••.•• :. • • •• ROBERT PRATER ASSOCIATES ' / r Consulting Soil, Foundation & Geological Engineers I I i F I I PRELIMINARY GEOTECHNICAL INVESTIGATION V V - FOR I NORTH COUNTY PLAZA CARLSBAD-OCEANSIDE, CALIFORNIA- APRIL 1982 I . - I -- -, VV •• I I I 'H ROBERT PRATER 'ASSOCIATES Robert R. Prater, C.E. 19424980' Consulting Soil, Foundation & Geological Engineers' Wm. David Hespe!er, C.E. I' April 30, 1982 , 239-6, 4565 I Hughes Investments' S do SGPA Planning & Architecture P. 0. Box 33326 I .' San Diego, California 92103 Attention: Messrs. Ron Roberts and Geoff Réeslund Re: Preliminary Geotechnical Investigation North County Plaza I Carlsbad-Oceanside, California, Gentlemen:' I ' In accordance with your request we have performed a preliminary geotechnical investigation for the subject project. The accompanying report presents the results of our field investigation and 'engineering analysis. The soil and foundation conditions are discussed and preliminary recommendations for the soil and foundation engineering aspects, of the project are presented. If you have any questions concerning our findings, please call. Very truly yours, I ROBERT PRATER ASSOCIATES I Wm. D. Hespeler, RCE No. 26,222 WDH:ls I Copies: Addressee (16) I 10505 Roselle Street, Son Diego, California 92121 (714) 453-5605 ' I I I I GEOTECHNICAL INVESTIGATION II PRELIMINARY For I NORTH COUNTY PLAZA I Carlsbad -Oceanside, California I I * HUGHES INVESTMENTS do SGPA Planning & Architecture P. 0. Box 33326 I San Diego, California I I April 1982 I I I TABLE OF CONTENTS 1 Page No. • Letter of Transmittal Title Page :Table of Contents I INTRODUCTION •- i .SCOPE SITE CONDITIONS A. Site History. B. Surface , , 1 2 C. Subsurface V -. V V V D. Seismic Considerations .. . -• - •• : . I E. Groundwater. . - . V. - 4 CONCLUSIONS AND RECOMMENDATIONS V 4 A. Preliminary Earthwork Recommendations- .I 1. Preparation for Filling .' . . 4, 2. ') Fill Adjacent to Existing Sewer •. .. V V 5 Installation of Settlement Monuments . 5 I 3. LI. Dredge Fill Materials V V • . V. . S. Compaction • B. Foundations • V • 6 . 1. One and Two-Story Structures . . •. 6 • I 2. Driven Pile Foundations 5 •. 3. Drainage Pipes - .8 - C. Pavements . • V . • V . 8 • Figure 1 - Site. Plan S ., • I . APPENDIX A - FIELD INVESTIGATION .• A-i Figure A-i -.Key to Exploratory Boring Logs . . . Exploratory Boring Logs 1 through 8 •. - I . BIBLIOGRAPHY. V i: . V. .. •.• • • 5; -.: I I II PRELIMINARY GEOTECHNICAL INVESTIGATION FOR NORTH COUNTY PLAZA Y CARLSBAD-OCEANSIDE,. CALIFORNIA I INTRODUCTION In this report we present the results of our preliminary geotechnical investi- gation fo the subject site located southeast of the intersection of State 1 .Highway 78 and Marron Road. •The northern portion of the site (about 8 acres) = is located in the City of Oceanside and the southern portion ofthe site (about 16 acres) is located in the City of Carlsbad. The purpose of this investiga- tion was to develop general information regarding foundation conditions at the site for use in the preliminary planning stages of the project It is our understanding most of the site will probably be developed in one and two-story' commercial /office buildings. However, two office buildings,-, five to six stories high, may also be constructed It is our understanding that building pads will be established at a minimum elevation of +19, requiring up I . to i feet' of fill in most portions of the site. Dredged material from the . Buena Vista Lagoon may be spread on the site and dried for use as fill in "non-building areas. Drainage pipes will be placed,inthe two north-south trending channels in the northern portion of the site and the channels will be, backfilled In addition, the north-south trending channel along the east boundary of the southern portion of the site will be backfilled SCOPE The scope of work performed for this investigation included a review of avail- able reports regarding the soil and geologic conditions at the site, a review of reports regarding the hitory of previous fill placement, a limited subsur- face exploration program, engineering analysis of previous settlementand field data, and the preparation of this report. The data obtained and, the analyses performed were for the purpose of providing preliminary design and construction criteria related to the geotechnical engineering aspects of the proposed devel- opment.' SITE CONDITIONS I A. Site History The site was originally overgrown' with tüle bulrushes. Grading under the': observation of LeRoy Crandall and Associates began in January 1968 when the I- 'surcharge fills from the Phase I development of the existing Plaza Camino Real I I 239-6 Page shopping center were removed and placed on the central portion of the site I south of the main channel. The bulrushes were burned with diesel fuel and a platform fill was pushed out over the wet area. From an initial elevation of approximately +5 this portion of the site was raised to elevations ranging I .between +15 and +20. Sometime.prior to this filling three settlement markers (Nos. 7, 8, and 9) were placed. Filling resumed in August 1968 and the result- ing finish elevations varied from +17 to +21. . The settlement markers were read periodically from January 1968 until January 1972. Total recorded settlements I ranged from approximately 23 to 25 inches due to the weight of about 14 to 15 feet of fill. . I .Filling on the remaining portions of the site (the area north of the main channel, an area just south of the main channel and extending about 250 feet east of Marron Road, and an area at the southeast corner of the site which I .extends about 200. feet north of Marron Road) began in May 1972 under the obser- vation of Woodward-Gizienski & Associates. This .filling operation also included the placement of fill (and surcharge fill) along the alignment of Marron Road and at the intersection with Jefferson Street. Woodward-Gizienski & Associates monitored twenty-one settlement markers (15 of which were on site) and measured settlements up to about 16 inches under 16 feet of fill. I .Our research has not revealed any documentation as to when the existing channels were constructed or any documentation regarding the placement of fill on the site since 1972. . However, based on our review it appears that the southern • channel was not excavated until about 1978. Our comparison of the elevations . and topographic. features depicted on an A.L.T.A. Survey based on aerial photo- graphy dated August 1979 and a Boundary and Topographic Survey based on aerial photography dated January 25, 1982, indicates that in general the site eleva- tions have not changed significantly except for the southeast corner of the site which in 1979 was stockpiled with soil up to el. +42 and Area A indicated on the Site Plan, Figure .1, which had an. elevation as low. as +12 at that time. When and where the stockpile was disposed of and the length of, time it was present are not known. •A bibliography of materials reviewed regarding the site history is included following Appendix A. B. Surface . S The site of the proposed development is presently vacant and irregular in shape with a plan area of approximately 24 acres. The Buena Vista Creek, flowing to the west, divides the site into north and south parcels. Both north and south portions of the site are relatively flat with ground surface elevations ranging from approximately el. +15 to el. +20. In general, the ground surface slopes gently towards the Buena Vista Creek. I The northern portion of the site consists of approximately 8 acres, divided by two open, unlined drainage channels which begin at the northern boundary of the site. Each channel carries storm runoff to the Buena Vista Creek from culverts passing beneath State Highway 78. A relatively large pile of dumped fill. is I present along the western edge of the easternmost drainage channel. The remaining 16 acres are located south of the Buena Vista Creek. An unlined I . drainage channel is present in the northeast portion of this parcel. The channel flows to the northwest and carries runoff from the paved parking east of the site. A man-made closed basin, with a plan area of roughly 40,000 square I . 239-6 Page 3 feet, is present in the southwest, adjacent to Marron Road (Area B on site plan). Surface vegetation, both north and south of the creek, ranges from essentially nil areas to areas of dense short grass and weeds. In addition, dense growths of weeds and bushes are present in some channel locations and in the ponded, basin area adjacent to Marron Road. At the time of this investigation several locations at the site were flooded with shallow standing water from recent Subsurface The preliminary subsurface exploration was performed using a truck-mounted, continuous-flight auger to investigate and sample the subsurface soils:. Eight exploratory borings were drilled during the period of February,5 to March 5, 1982, ,to a maximum depth of 132 feet at the approximate locations shown on the Site Plan,' Figure 1. Logs of the borings and details, regarding the field investigation are presented in Appendix A. The subsurface' soils encountered in the borings consisted in general of about 16 feet of compacted fill underlain in turn by; natural soft silty clay, medium, dense silty and clayey sands, and formational sandstones and claystones to the depths explored. , The soft silty clay varied in overall thickness from about 20 to 70 -feet with thin 'to -thick (up to--10 -feet) interbedded layers of silty and clayey sands. The medium dense silty and clayey, sands are considered to be ancient alluvial soils and vary in overall thickness from 4 to 70 feet. The' formational sandstones and claystones were encountered at depths ranging between 55-1/2 and 131 feet. The boring logs and related information depict subsurface'conditions only at the specific locations shown on the site plan and on the particular dates designated on the logs. Subsurface conditions at other locations' may differ from conditions occurring at these boring-locations. Also,. the passage of time may result in changes in the subsurface conditions due to environmental changes. Seismic Considerations The San Diego area is considered by geologists and seismologists to have a low I to moderate seismic rating. Based on our review of some available published information including the County of San Diego Faults and Epicenters Map, there are no active or potentially active faults known to 'pass through the site. The I prominent fault zones generally considered to have the, most potential for 'earthquake damage in the vicinity of the site are the active Elsinore and San Jacinto Fault Zones located approximately 23 and 43 miles northeast of the site, respectively. The postulated off-shore extension of the Rose Canyon Fault Zone is located approximately 6 miles southwest ,of the site. No earth- qu'ake epicenter clusters are associated with this fault system and the Rose - Canyon Fault Set is not classified, as active 'under current accepted criteria. - ' Although research on earthquake prediction has greatly increased in recent 'years, 'seismologists have not yet reached the point where they can predict when and where an earthquake will occur. Nevertheless, on the basis of current I technology,' it is reasonable to assume: that the proposed buildings will be I I I I I I I I I I I I I I I I I 239-6 Page 4 subjected to at least one moderate earthquake during their design life. During such an earthquake, the danger from fault offset through the site is remote, but relatively strong ground shaking is likely to occur. Strong ground shaking not only can cause structures t0 shake, but it also has the potential for including other phenomena that can indirectly cause substan- tial ground movements resulting in damage to structures. These phenomena include seismically induced waves such as tsunamis and seiches, inundation due to dam or embankment failure, landsliding, lateral spreading, differential compaction, and ground cracking. Another potential hazard which can result from strong earthquake ground shaking is soil liquefaction. Based on our preliminary analysis, some of the natural sandy soils underlying the site are potentially liquefiable during the maximum anticipated probable earthquake on the Elsinore Fault Zone. However, in light of the fact that the potentially liquefiable sands are at least 30 feet below the finish site grades, it is our opinion that liquefaction could result in severe architectural damage but the possibility of structural failure is remote. E. Groundwater Free groundwater was encountered in all the exploratory borings at the time of drilling at depths of approximately 14 to 16 feet; the exact depth to a stabi- lized groundwater level .was not established. -It must be noted, however, that fluctuations in the level of groundwater may occur due to variations in the sustained level of water in the Buena Vista Creek, ground surface topography, subsurface stratification, rainfall, and other possible factor,s which may not have been evident at the time of our field investigation. I CONCLUSIONS AND RECOMMENDATIONS From a soil and foundation engineering standpoint, it is our opinion that the site is in general suitable for the proposed construction of one to six-story buildings. The primary features of concern at the 'site are 1) the presence of underlying deep deposits of compressible' lagoon sediments which are subject to I relatively large long term settlements due to increased fill and/or building loads, and 2) the complex nature and history of previous site loading which has resulted from earthwork operations dating back to 1968. Earthwork recommenda- tions for preparing the site to receive proposed dredge fill material and treatment of the dredge fill material are presented in the following section. In addition, our preliminary evaluation and recommendations regarding building I ' siting and foundation types are also presented. A. Preliminary Earthwork Recommendations I 1.' Preparation for Filling After the site has been stripped of vegetation and the channels and basin have I been cleared of vegetation, debris, and unsuitable material, the exposed subgrade soils in those areas to receive fill should be scarified to a depth.of . 8 inches, moisture conditioned, and compacted to the requirements for structural fill. Any dumped fill soils or loose surface soils should be completely removed down to well compacted soil and replaced as compacted structural fill. The depth and areal extent of any required removal should be determined by the soil 239-6 Page engineer's representative at 'the time of construction based on an examination I of the soil exposed. In addition, prior to filling with dredge material we recommend that the site be surface graded to create a flat planar surface and the resulting subgrade be compacted with rubber tired equipment to minimize 1 .infiltration of water-'from the dredge materials. 2 Fill Adjacent to Existing Sewer I No fill, including channel backfill, should be placed within 30 feet of, the existing sewer line. along the south edge of Buena Vista Creek during the initial filling operations. Depending on settlements observed adjacent, to this I area, it may be possible to place fill within those limits at a later date. 3. Installation of Settlement Monuments I To assure that settlements are occurring at the rates estimated and to provide additional information on settlement characteristics of different portions of the site, it is essential that settlement measuring devices such as 'settlement 'I, . plates be installed within the existing fills and monitored on a regular basis. These devices should be installed under the direction of the soil engineer' prior to placement of any fill (including the proposed dredge fill) and should be read once immediately after installation, once a week during placement of' fill and the subsequent month, and once a month thereafter. 4. Dredge Fill Materials I ' It is our understanding that approximately' 85,000 cubic yards of dredge material from the Buena Vista Lagoon may "be spread on the .site for use as fill in non- building areas. Based on our 'review of a report prepared 'for the California '.Department of Fish and Game, dated January 1982, the lagoon sediments consist of silty sands and silty clays. According to the report the silty sands had I water contents that ranged between 10 an'd'20'.percent and the clays between 50 and 110 percent; completely dry silty clay samples had a shrinkage factor of 46 percent." Thesé'test results--indicate-that '1). in general 'the dredged material will be of low' strength characteristics and will be a poor pavement subgrade I .soil, 2) an extensive period of time will be necessary to dry the more clayey soils so .they can be properly compacted, and 3) after drying and compaction the more clayey soils will occupy only 55.to 65 percent.of their original v4plurne. With regard to drying back of the dredge material to allow, for proper. compac- tion, it is .our opinion that the material should be placed in lifts, no greater I than approximately 1-1/2 feet before drying and compacting. Based on coastal evapotranspiration rates and with continuous mixing we estimate that .1-1/2 feet of dredge material could be dried back to near optimum moisture ,contents in about one month during the months of August through October. An alternative to I drying back the' dredge material by mixing would be to lime treat the dredge material. Lime treatment could reduce, the dry back time to several weeks. In 'addition, the lime treated soils would possess much better pavement subgrade I qualities 5 Compaction All fill should be compacted to a minimum degree of compaction of 90 percent based upon ASTM Test Designation D 1557-78. Fill material should be spread and I 239-6 Page 6 I compacted in uniform horizontal, lifts. Before compaction begins, the fill I should be brought to a water content that will permit proper compaction by either: 1) aerating and/or lime treating the fill if it is too wet, or 2) moistening the fill with water if it is too dry. Each lift should be thoroughly,. I . mixed before compaction to ensure a uniform distribution of moisture. B. Foundations - I 1. ' One and Two-Story Structures . Based on our review and analysis of the previous site history including sett1e7 I . ment monument' data by Crandall and Woodward-Gizienski, it is our opinion that relatively light one and two-story structures (column loads not exceeding 150 kips) with finish floor elevations not exceeding +19 may in general be supported I . on conventional footing foundations in most portions of the site. Due to reported marginal compaction of some of the previous compacted fill at the site it will be necessary to support.these structures on mats of properly recompacted fill. . . '. I ' With the exception of the areas labeled A and B on the site plan, we estimate that the grade and building conditions described in the previous paragraph I . would, result in long-term settlements of up to 5 inches over a period of 20 years. If the site is raised to approximately elevation +18 for a period of one year (as a result of dredge filling operations) we estimate that approxi- mately one inch of settlement would occur in that time period. Of the remaining I 14 inches approximately .1-1/2 inches would occur throughout the site independent of loading conditions. . . I Based, on the preceding, it is our opinion that differential settlements for proposed one and two-story buildings supported on footing foundations and a recompacted fill mat with finish floor elevations no higher than +19 should be I . 'within tolerable limits for most of the site (with the exceptions noted previ- ously). The recompacted fill mat beneath. buildings should. extend down to approximately elevation +8. The prism of recompacted fill beneath buildings should extend a minimum of 10 feet beyond the perimeter limits of the buildings at the base of the required excavations. . Within the constraints outlined above, we recommend that proposed one and. I two-story buildings be supported on conventional, individual-spread and/or continuous footing foundations bearing on well-compacted fill material. Al! footings should be founded at least 18 inches below the lowest adjacent finished I grade. Footings located adjacent to the tops of slopes should be extended sufficiently deep so as to provide at least 8 feet of horizontal cover or 1-1/2 times the width of the footing, whichever, is greater, between the slope face and 'outside edge of the footing at the footing bearing level. Footings located I adjacent to utility trenches should have their bearing surfaces situated below an imaginary 1-1/2 to 1 plane projected upward from the bottom edge of the adjacent utility trench. I . At the recommended depths footings may be designed for allowable bearing pres- sures of 2,000 pounds per square foot (psf) for combined dead and live loads I and 2,700 psf for all loads, including wind or seismic. The footings should, however, have a minimum width of 12 inches. All continuous footings should contain top and bottom reinforcement to provide structural continuity and to I. . , I 239-6 Page permit spanning oflocal irregularities. In order to assure that footings are I founded on soils of sufficient load bearing capacity, it is essential that the soil engineer inspect the footing excavations prior to the placement of rein- forcing steel or concrete. With regard to buildings encroaching on Areas A and B, due to the variation in loading history between these areas and the remainder of the site it will be necessary to preload these building sites with surcharge fill to mitigate the I , potential for excessive differential settlements. Surcharging (preloading) techniques require that several feet of fill (in addition to that required to raise the site grade to the desired level) be placed over the areas to be I occupied by buildings The additional fill weight consolidates the underlying soft deposits for a period of time such that a major portion of the anticipated ultimate settlements occur prior to construction. The required thickness of I surcharge fill is dependent upon the anticipated building loads, the thickness of the compressible layer, the expected settlements under the proposed added fill and building loads, and thetime available tocomplete the surcharge program. Due to the variable loading history, if building pads are constructed I in these areas it would be necessary to preload the areas to such an extent as to essentially preclude consolidation settlements under permanent loads We estimate that this could require surcharge fills of 15 to 30 feet for a period I ' - of one to two years.' If it is necessary to site buildings in these areas, detailed surcharging programs -should be developed' for the' specific locations, I final grade, and building size Alternatively, driven pile foundations could be utilized with a reduced surcharging program - 2.. Driven Pile Foundations I Buildings which are higher than two stories or which have 'individual column loads which exceed about 150 kips should be supported on driven, end-bearing pile foundations Based on Our preliminary' analysis, piles driven 'a minimum of I ,five feet into dense formational material will develop an allowable end bearing ,, resistance of about 100 kips per square foot. The depth to formational material encountered in the exploratory borings and the anticipated lengths for I piles driven in the vicinity of the borings is presented in the following table Exploratory Depth to Formational Anticipated Boring No. Matérial (ft.) ' Pile Length (ft..) 1 1 124 129 2 106 ' .. 111 I ' 3 131 136 4 55-1/2 60-1/2 5 ' - 102-1/2 I 6 124 129 7 75 80 8 --. 58 '' 63 I " In' order to preclude damage to the ground floor slabs of buildings supported on pile foundations resulting from long term settlement of the underlying compres- sible soils, ground floor slabs should be designed as a structural floor In I . addition, utilities for pile supported structures should be designed to accom- modate the anticipated settlement of the surrounding ground surface relative to the structure. I 239-6 Page 8 3. Drainage Pipes V It is' our understanding that 42-inch and double 118-inch drainage pipes will be installed in the north-soUth trending channels in the northern portion of the I site. We estimate that up to 10 inches of settlement will occur along the channels resulting from the placement of 11 to 12 feet of compacted fill in the channels. We recommend that the channels be properly cleared and backfilled before installation of the pipes and that the backfill remain in place as long U as feasible prior to installing the drainage pipes. In addition, we recommend 'that.asphalt coated steel pipe be used in lieu of concrete pipe due to the S anticipated settlements. ' V 'S C. Pavements' V '• V V V V In our opinion the proposed dredge fill materials would provide suitable support I V for pavements after they have been dried and properly compacted. However, due V V to their inherent poor pavement subgrade characteristics, it will be necessary V to utilize heavier than normal pavement structural sections. , V V For preliminary planning purposes we estimate that the pavement sections should V consist -of 2 inches of asphalt concrete on'9 inches of aggregate base in auto- V I .muIe parking areas and minor traffic channels, 2-1/2 inches on 11 inches in V :major automobile traffic channels, and 3 inches on 13-1/2 inches in areas V , • subjectVVVto truck traffic. Detailed pavement section recommendations Should be V developed, at the completion of rough grading based on the results of R(Resis- tance)-value tests performed on samples of the subgrade soils actually exposed. V '• V ', , •V V, V V' V V • VV V V . , V ' ' 'V V , ' V VVV V .1 • V' , V V V ' V I '. VV '' ' '• • V' V I VV V ' I : .: •V ' V ' V V I •'V •V V I . V , ' V: , V V •, V - ' V V: V ' (fi(J) On 1 CO C\i Oo r L1J9 • (Or::: rjjC L1J wo cr c) • '1f U) a L ( \\ __ ______ I V U ,// /9 , voo N , K I! ________________________________________ I I I i ! ! I ! ! I I I Li /f 1.. - __ I 'r ______________ __ — \ 1' I '\ \ \ I I 1' I N ) l\ \\ / :\ J ________ __ _ * \ \ I _____ - I / f \ H I I H \ / / / \) // ç 7 / / I /!Ahh/ \\\\ \\, / \ /7 / //// ' ' - \\\ \ I IJIlIIIIIIIIII I 1 ItF\ I" / I - - - ( / ,// / / / / // 11111111 / \\\\ \\\\\\ \ - I __ I ____ I I / // / / I Jli I1J11IfJ IIIIIIIIIIIrIIIIIIIIIIII I IjI1IIIIIII I IIJlII1III1I1I1I//I1I / I / I - iii iIIiiihi/iIi / / I / 7 k /: / \/ N \ I _ - \ VL \ % \ - -tn --------- I -- - - I A-i I APPENDIX A FIELD INVESTIGATION 1 -' 1- . -S The field investigation consisted of a surface reconnaissance and a subsurface I exploration -program using a truck-mounted, continuous-flight auger. Eight exploratory borings were drilled during the period of February 5 'to March 5, .1982, at the approximate locations shown on the Site Plan, Figure 1. The soils I encountered in the borings were continuously logged in the field by our repre- sentatives and described in accordance with the Unified Soil Classification System .(ASTM D 2487). Logs of the borings as well as a key for soil classifi- - cation are included as. part of this appendix. The boring locations shown on I .the site plan were-estimated from topographic. features. depicted 'on an A.L.T.A. . survey of the site prepared by Rick Engineering Company based on aerial photo- graphy dated August 1979. " •. -S.. I Representative .samples were obtained from the exploratory borings at selected- • . depths appropriate to the investigation. All samples were returned to our - laboratory for evaluation and testing. - Standard penetration resistance blow - I . counts were obtained by driving 'a, 2-inch O. D. split spoon sampler with a . 140-pound hammer .dropping through a 30-inch free fall. - The-sampler was driven I I - a maximum of 18 inches and the number of blows recorded for each 6-inch .'interval. The -blows per foot recorded on, the boring logs represent the accumu- •lated number of blows that. were required to drive the last 12 inches or portion - thereof. .Samples contained in ,liners were recovered by driving a 2.5-inch I.D. . California sampler .18 inches into-.the soil using a 140-pound hammer. Boring - log notations for, the standard split spoon; California sampler, and Shelby - tubes as well as for, jar samples taken from auger cuttings are indicated below. I . . . Standard Split Spoon. .Sampler . . California Sampler I I - • "x" . indicates a jar sample .taken . Shelby Tube from auger cuttings. I ' -' , .- •: ' -H . . The boring logs 'show, our interpretation of the subsurface conditions on, the I .dates and at the locations indicated, and it is not warranted that they. are representative of subsurface conditions at other locations and times. I I PRIMARY DIVISIONS GROUP i SECONDARY DIVISIONS SYMBOL GRAVELS CLEAN cw Well graded gravels, gravel-sand mixtures, little or no GRAVELS fines. GP Poorly graded gravels or gravel-sand mixtures, little or u 2 C> MORE, THAN HALF, (LESS THAN ö OF COARSE 5% FINES) no fines. GRAVEL GM Silty gravels, gravel-sand-silt mixtures, non-plastic fines. C5 FRACTION IS o U. Z w LARGER THAN WITH ' NO. 4 SIEVE FINES GC Clayey gravels, gravel-sand-clay mixtures, plastic fines. C) ' ' ' LU SANDS.. CLEAN SW Well graded sands, gravelly sands,'Iittle or no fines. cc uj MORE THAN HALF '(LESS THAN SANDS SP Poorly graded sands or gravelly sands, little or no fines. I- OF COARSE 5 FINES) SANDS SM Silty sands, sand-silt mixtures, non-plastic fines. 8 FRACTION IS - SMALLER THAN . WITH NO. 4 SIEVE FINES SC Clayey sands, sand-clay mixtures, plastic fines. N . . SILTS AND CLAYS i __ Inorganic 'silts and very fine sands, rock flour, silty, or clayey fine sands or clayey, silts with slight plasticity. - o .. . . , ci Inorganic clays of low to medium plasticity, gravelly Cl) < > '. LIQUID LIMIT IS clays, sandy clays, silty clays, lean clays. r - LESS THAN 50%' '. -' , ' - . OL . .. . . Organic silts and organic silty clays of low plasticity. U.1 z zO . ., SILTS AND CLAYS MH Inorganic s:Its diatomaceous fine sandy or sois, elastic silts. 0 u.'2g.'' LIQUID LIMIT IS '. CH Inorganic clays of high plasticity, fat clays. I ' 'GREATER THAN 50% OH Organic clays of medium to high plasticity. organic silts. 'HIGHLY ORGANIC SOILS, , . Pt Peat and other highIy'oranic soils. DEFINITION .OF TERMS . . ,. U.S. STANDARD SERIES SIEVE . ' CLEAR SQUARE SIEVE OPENINGS 200 40 10. 4 3/41i 311 1211 SAND GRAVEL SILTS AND CLAYS ' . COBBLES BOULDERS . . FINE I MEDIUM COARSE I FINE I COARSE GRAIN SIZES SANDS,GRAVELS AND NON-PLASTIC SILTS BLOWS/FOOT VERY LOOSE 0'- 4 LOOSE 4-10 MEDIUM DENSE 10 -30 DENSE ' ' 30-50 VERY DENSE cWER50 ASS ND STRENGTH , BLOWS/FOOTt PLASTIC VERY SOFT 0 - 1/4 0 .- 2 SOFT 1/4 ,- 1/2 2 - 4 FIRM i/2-.1 4-8 STIFF 1-2 '8-16 VERY STIFF 2 - 4 , 16 -32 HARD . OVER 4 OVER 32 RELATIVE DENSITY . . . CONSISTENCY Number of blows of 140 pound hammer falling 30 inches to. drive a 2 inch O.D. (1-3/8 inch ID.) split spoon (ASTM D-1586). *Unconfined compressive strength in tons/sq. ft. as determined by laboratory testing or approximated by the standard penetration test CASTM D-1586), pocket pénetrometer, torvane, or visual observation: KEY TO EXPLORATORY BORING. LOGS Unified Soil Classification. System (ASTM D-2487) - ROBERTPRATERAsSOCgATES - ' . ' NORTH COUNTY'.PLAZA.-.---.. Consulting Soil, Foundot,on 6 Geologcol Engineers ' Carlsbad-Oceanside, California PROJECT NO. DATE * - . - Figure A-i - . - 239-6 April 1982 C DRILLRIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.)I LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 3/4 /82 DESCRIPTION AND CLASSIFICATION z w__ - w a 0 Q. Er DESCRIPTION AND REMARKS , - S. COLOR CONSIST.TYPE SOIL uj CO ' (•) CLAYEY SAND and SANDY gray- medium SC - - CLAY (fill) ish dense/ CL - 2 - brown stiff - - 4 x 6 - ' FILL brown ' ' ' SILTY SAND '(fill?) gray very SM looser -, - - >(6 -12 14 16 - 18 _20_ SILTY CLAY with thin inter- gray: soft CH J bedded layers of SILTY SAND : ish - - 2 0.16 brown ' and 22_j 7 gray - -24 - :26: -30---- 13 1 , 0.19 32- 347 -36- • S -38- Note: The stratification lines represent the approximate boundary between material types and the transition may _40— be gradual. EXPLORATORY BORING' LOG ' NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geologicol Engineers ,Carlsbad-Oceanside, California PROJECT NO. S DATE • BORING S NO. 1 (pg. 1) - 239-6 April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION' 16 (approx.) LOGGEDBY JB DEPTH TOGROUNDWATER Not Established BORINGDIAMETER 8 Inches DATE DRILLED3/4/82 DESCRIPTION AND CLASSIFICATION S Lu zw._. - cc w a DEPTH DESCRIPTION AND REMARKS COLOR CONSISTBOL. . SILTY CLAY with thin, inter- - gray- soft CH -' 13 0.18 bedded layers of SILTY SAND ish -42 - brown and gray •,- ,.'• . .• S 'S 46 48 4. -50- - - 116 023 -52 54 SANDY CLAY gray stiff CL - —60- - IIIio -62- '4 .64 - . -68- S - . . 4 .5. . _•I '. very stiff - 72 7. 76, 78 Note: The stratification lines represent the approximate , . 4 - , boundary between material types and the transition may —80— be gradual. 1 EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA' Consulting Soil. Foundation & Geological Engineers , S Carlsbad-Oceanside, California , PROJECT NO., DATE - BORING S NO. 1 (pg. 2) , , • S , 239-6 April 1982' U,. DRILLRIG Continuous Flight Auger .SURFACE ELEVATION'. 16 (approx.)I LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches 'IDATE DRILLED 3/14/82 - DESCRIPTION AND CLASSIFICATION . z a: ii 00 Lit Z COLOR W DESCRIPTIONANDIEMARKS SYM CONSIST.: (F uj I , V BOL TYPE SILTY SAND V 0. gray medium SM - 7_ L 142 V V dense— - 82 gray— dense - ., . .. -ish - V -oLI..-.. - . . . brown -86 V 4 18 • :. -: -. V - .L.;:•. . V . VS - j medium 20 dense .........- 72 - 4 V. • 4 . .. .5 I, . 94 "V -96 I . . •V . - ., ,._ 98 V , :. - - . —1OO--- - -. - Note: The stratification lines represent,the approximate L boundary between material types and the transitionmay be gradual. V -: - • .:• EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES •- . . NORTH COUNTY PLAZA, V - Consulting Soil, Foundation &Geologicol Engineers . Carlsbad-Oceanside, California . . . . PROJECT Na - . DATE I BORING NO. 1 (pg..3) 239-6 . .. April 1982 - . DRILLRIG Continuous Flight Auger SURFACE ELEVATION .16 (approx.) LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches bDATE DRILLED 3/4/82 DESCRIPTION AND CLASSIFICATION . . >CC DEPTH (FEET) << w '1 t3ø DESCRIPTION AND REMARKS Sym COLOR CONSISTBOL.. . a. SILTY SAND . . . gray medium SM - - 27 dense —122- 124- SILTY CLAY (formational olive hard CH - - mudstone) 138 126- - - Bottom of Boring = 126 Feet - . . . . . - c - I !. —•t - .'-. .,,i, * $ .4 - p a 'a. t - Note: The stratification lines represent the approximate ,. . -, - boundary between material types and the transition may - - be gradual: . . .... . . .-- . ., EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES .. ,. NORTH COUNTY PLAZA. Consulting Soil. Foundation & Geological Engineers . Carlsbad—Oceanside, California - - . PROJECT NO. ,. DATE - - BORING -. NO. - i. (pn 4) 239-6. - __April _1982 - I - DRILLRIG Continuous Flight Auger SURFACEELEvATION 21 (approx.) LOGGEDBY LTJ DEPTHTOGROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 2/5 /82 - DESCRIPTION AND CLASSIFICATION . zuJ _. I - w DESCRIPTION AND REMARKS COLOR CONSIST. . B SILTY SAND and CLAYEY gray- medium SM - SAND with scattered ish dense SC - 2 - X cobbles (fill) brown - - - 4>< 141 6 - 8 36 12 14 16 17 FILLf - gray 18 SILTY CLAY soft tfl - -20.- 8 017 22 1 24 26-'- 28'- -30-1 022 32 34 36- 38 Note: The stratification lines represent the approximate boundary between material types and the transition may - 40- be gradual. . . EXPLORATORY BORING LOG . NORTH COUNTY PLAZA ROBERTPRATER ASSOCIATES Consulting Soil Foundot on & Geological Engineers Carlsbad-Oceanside, California PROJECT NO. DATE - BORING NO. 2 (pg. 1) - . 239-6 April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 21 (approx.) LOGGED BY LTJ DEPTHTOGROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED - 2/5 /82 1' DESCRIPTION AND CLASSIFICATION z UJ w El DESCRIPTION AND REMARKS SYM BOL COLOR CONSIST. SOIL . z _j SILTY CLAY - gray soft CH - - 6 . . • - -42- .44 . • 46- -48 ..- *-. ••-:• - • -50-7 - 021 -52 54 56 58 (some thin layers of silty . . -... 16 and clayey sand, from 61 to - - - 62 - Ofeet) -64- - 66 - - - I • -68- - - • 11 —70- 10 - - -74 76- -78-. .: Note: The stratification lines represent the approximate - - boundary between material types and the transition may -80 - W gradual. EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil Foundation 6 Geological Engineers Carlsbad-Oceanside, California PROJECT NO. DATE BORING - NO. 2 (pg. 2) 239-6 April_1982 DRILLAIG Continuous Flight Auger SURFACE ELEVATION 21 (approx.)I LOGGEDBY • ,., LTJ DEPTH TO GROUNDWATER Not Established B09ING DIAMETER 8 Inches IDATE DRILLED 215/82 DESCRIPTION AND CLASSIFICATION 00~ zw__ - - w &LJ • ____ _____ in z - DESCRIPTION AND REMARKS SYM OR CONSIST . CO SILTY CLAY gray soft CH - 82 84 86 88 iz SILTY SAND , - gray medium SM 90—I dense - - 7 4 4 4 - - 94 - - - 98 - —100- -, 102- 1 p - -104- SM-106- SILTY SAND (formational -gray very sandstone) dense - - -108 - -110--:]: 97 - - 9" .. -112 - I -114 106 611 Bottom of Boring = 115 Feet Note: The The stratification lines represent the approximate boundary between material types and the transition may be gradual. r EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting So:! Foundation 6 Geological Engineers Carlsbad-Oceanside, California PROJECT NO. • DATE • BORING = • NO. 2 (pg. 3) -. 239-6 April 1982 • . DRILLRIG Continuous Flight Auger SURFACE ELEVATION 17 (approx.) LOGGED BY LTJ DEPTH TOGROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 3/1/82' DESCRIPTION AND CLASSIFICATION . W - DEPTH z (FEET) -J DESCRIPTION AND REMARKS COLOR CONSIST.. . Cl) CC Er B CLAYEY SAND with scattered gray- medium SC - cobbles (fill) ' V , . ish dense -.2 - x brown V - V - -4 32 10— 12 1 x SANDY CLAY (fill) - dark soft- i- gray- firm ish / SM 14 SILTY SAND (fill) gray loose V .,FILL(, - V —6T - • , 1 SILTY CLAY . ., . black soft CH 18 gray —20— ' V 22T T. - II 0.13 —24 -26- - V —28 ---- 30 — SILTY SAND - gray medium dense 32'-- -34-1 114 - :113 V V V V36'J V - 38 Note The stratification lines represent the approximate - boundary between material types and the transition may , . —40 -1 V - be gradual. EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil Foundation & Geological Engineers Carlsbad-Oceanside California PROJECT NO. V ' DATE '.. BORING V V V NO. 3 (pg. 1) 239-6 April 1982 . V DRILL RIG Continuous Flight Auger SURFAcEELEVATION 17 (approx.)I LOGGEDBY LTJ DEPTH .TOGROUNDWATER Not Established BORING DIAMETER 8 Inches IDATE DRILLED .. 3 /1 /82 DESCRIPTION AND CLASSIFICATION . cc z 20L 0 - w LU DEPTH (FEET) 0. zo. uj AND REMARKS SYMDESCRIPTION COLOR CONSISTBOL.. kIL Z U Interbedded SILTY CLAY and gray/ soft- CL)-, - ElI 5 . 0.19 SANDY SILT .-. . dark firm ML - 42 - gray,- - - 44 46- 1 48 1 0.111 SILTY CLAY dark soft CH gray - - 52 5 54 ' - 7 58 1 13 iO.26 5,..-. SILTY SAND 5 - gray medium SM 62.' ..S *5 64 --66-' . - .•;_ . ... . . . -. 55 -68.- -• - —70— . . . 25. -72 - -74-, -S .... -76- 5' -78- • . • Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. . . • 5 .• S EXPLORATORY BORING LOG . NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES . Consulting Soil. Foundation & Geologicol Engineers . Carlsbad-Oceanside, California PROJECT NO. . DATE BORING .. - : - '. . . . 5 - NO. 3 (pg. 2) - . • 5 239-6 April 1982 5 - . S •• - ii DRILLRIG Continuous Flight Auger SURFACE ELEVATION 17 (approx.) LOGGED BY LTJ DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches IDATE DRILLED 3/1/82 - DESCRIPTION ANDCLASSIFICATION -. z - o w (EP DESCRIPTION AND REMARKS COLOR CONSIST.. B SILTY SAND f - gray medium SM - . I18 . dense - 7.82 84 -86-. —90--- I -92- 2 4 9611 15 4 - 98 -400- -104 - dense dense 106 Lfl -log - 112 -114 33 Note: The The stratification lines represent the approximate boundary between material types and the transition may . -120— be gradual. . EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Enginees Carl sb ad-Ocean side, California PROJECT NO. DATE BORING - NO 3 (pg.3) 239-6 April 1982 1 Th:?: DRILLRIG Continuous Flight Auger SURFACLEVATION 17 pprox.)I LOGGEDBY LTJ DEPTH TO GROUNDWATER Not Established BORING DIAMETER .8 Inches J_DATE DRILLED 3/1 /82 DESCRIPTION AND CLASSIFICATION zw __. l;: - w . DEPTH (FEET) < iUO Cr W DESCRIPTION AND REMARKS SYM COLOR CONSIST SILTY SAND gray dense SM -122- 124 126 41 128 -130- - ->(90 CLAYEY SAND (formational brown very. SC' -132- sandstone) dense - Bottom of Boring = 131-1/2 Fee Note: The stratification lines represent the approximate .- - boundary between material types and the transition may - be gradual. EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil Foundation & Geological Engineers Carlsbad-Ocean side, California PROJECT NO. DATE BORING NO. (pg. April .1982 DRILLRIG. Continuous Flight Auger SURFACE ELEVATION 19 rro.)l LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8 Inches DATE DRILLED 2/26/82 DESCRIPTIONANDCLASSIFICATION ' - cc zw_ 00L Z cc w M uj DESCRIPTION AND REMARKS S BOL COLOR 'CONSIST.. . CLAYEY SAND and SANDY gray medium SC - - CLAY with scattered dense! CL 2 - . cobbles (fill) ' gray- very - -. ish stiff - 4 brown >< 6 - 45 dark gray 8 13 ,. . . . loose! FILL . ._ soft -16 - - - >< 10 SILTY. CLAY •. dark soft- CH ' gray firm -:18 - —20 9 0.25 '0 • ,, -22 -,' -24 - I S '' • - -. . ' - ,. - -26- • 28- 12 SILTY SANDwith some thin '• - gray medium SM 32 layers of SILTY: CLAY . , dense '. . . . - : . .• -34 - -36- • : -.: ••.. ' V -38- • V. Note: The stratification lines represent the approximate boundary between material types and the transition may ' --40 - be gradual. EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES . ' ' ,.. NORTH, COUNTY PLAZI Consulting Soil, Foundation 6 Geological Engineers : Carlsbad-Oceanside, California PROJECT NO. DATE BORING NO.. L (pg.1) .239-6 . April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 19 (approx.) LOGGED BY JB DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8 Inches DATE DRILLED 2/26/82W DESCRIPTIONANDCLASSIFICATION zw_. ti cr w a: EF DESCRIPTION AND REMARKS B COLOR CONSIST SILTY SAND with some thin gray medium SM — — 20 layers of SILTY CLAY dense -42 — -44 - -46- -48 - -50- :52: - gray- — — 28 ish brown' — 56.- X 93 SAND/SILTY SAND gray dense SC/ (formational sandstone) SM — — — 58 —60— 62- 64-k 71 Bottom of Boring = 65 Feet 66 Note: The stratification lines represent the approximate boundary between material types and the transition may - — be gradual EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES. NORTH COUNTY PLAZA Consulting Soil Foundation & Geological Engineers Carlsbad-Oceanside, California PROJECT NO. DATE BORING - NO I (pg. 2) 239-6 " April_1982 ) DRILLRIG Continuous Flight Auger SURFACE ELEVATION 17 (approx.) LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches 'DATE DRILLED 2 /26/82 DESCRIPTION AND CLASSIFICATION cc ZLLj_. 00~ W OW DEPTH (FEET) ° DESCRIPTION AND REMARKS S BOL COLOR CONSIST.. SOIL . C/) 9 Z c1) SILTY SAND and CLAYEY . gray medium SM, - SAND (fill) dense SC - 2 - (scattered cobbles) 4 o 17, 8, -10-- brown - 20 -12- FILLt 14 SILTY CLAY dark soft . CH - - gray -16-I 5 019 -18- 4 -20- -22 - 24 - -26 016 I4 -28- -30- 32 -34 I 014 -I1 -38 Note: The stratification lines represent the approximate boundary between material types and the transition may -40 be gradual. EXPLORATORY BORING LOG ., NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil, Foundation 8 Geological Engineers Carlsbad-Oceanside, California PROJECT NO. - DATE BORING - . 5 NO. 1,) • 239-6 'April 1,982 DRILLRIG Continuous Flight Auger SURFACEELEVATION 17 (approx ) LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 2 /26/82 DESCRIPTION AND CLASSIFICATION DEPTH Q. (FEET). << w <'>g3 DESCRIPTION AND REMARKS COLOR CONSIST . ' (I, cc 0 BOL Co SILTY CLAY, dark soft CH - - gray -42- - 44 3 0.14 —48- -50- 4 -52 56 58 —60— SM 62 SILTY SAND - gray medium dense 64 brown 66 ><37. 68 —70- 72 dense 38 78 Note: The stratification lines represent the approximate - - - boundary between material types and the transition may . —80— be gradual. 0 EXPLORATORY BORING LOG • ROBERT PRATER ASSOCIATES . 'NORTH COUNTY PLAZA Consulting Soil, Foundation 6 Geological Engineers CarlsbadOceanside, California PROJECT NO. DATE - BORING NO. 0 , 239-6 April 1982 .5.. _...;•_ DRILLRIG Continuous Flight Auger SURFACE ELEVATION 17 (apro.) LOGGED BY JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 2/26/82 DESCRIPTION AND CLASSIFICATION . . zuj __ - w a uj (FEET) DESCRIPTION AND REMARKS BOL COLOR CONSIST SILTY SAND gray medium SM X 45 dense -82- 84 - 86- 88 - — 90--- - _>< 57 -92- -: 94 96 98 _100- 43 CH * -1-02 - SANDY. CLAY (formational . .. gray hard laystone) 104 - -><J2Z 106 - 9" 108 =-u0—= Bottom of Boring 110 Feet Note The stratification lines represent the approximate - - boundary between material types and the transition may — be gradual. EXPLORATORY BORING LOG . NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Enginee . . Carlsbad-Oceanside, California PROJECT NO. .DATE BORING ,NO. 5 (pg. 3.) 239-6 April DRILLR Continuous Flight Auger SURAbEELEVATION6 (appróx.) LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8 Inches - DATE DRILLED 3/3/82 - DESCRIPTIONANDCLASSIFICATION Zw_ t: cc;:: W cc DLU z 02 El DESCRIPTION AND REMARKS S COLOR SOIL'CONSIST . (1) CL cr YPE a. CLAYEY SAND (fill) brown medium SC - - dense -2 - -. gray- • - - ish brown -6- -8- - - - -10 loose- - medium -12 - dense - - - 14 - FILLf • . - - --16- SILTY CLAY gray soft CH - - -18 I —20—-i- J_ 7 023 22 • --24-: - 26 28 • -30 - - SILTY SAND • . dark medium-SM 15 --32 - gray dense - •• . 34- -36 - 38 - Note: The stratification lines represent the approximate • - - boundary between material types and the transition may —40 - be gradual. - • . . EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Con5ulsing Soil. Foundolion & Geological Engineers - • Carlsbad-Ocean side, California PROJECT NO. DATE BORING - NO. 6 (pg. 1) - • 239-6 April 1982 - .-.,. .. -• DRILLRIG Continuous Flight Auger SURFACE ELEVATION -16 (approx.) LOGGED BY JB DEPTH TO GROUNDWATER Not Establis,)ed BORING DIAMETER 8 Inches DATE DRILLED3/3/82 DESCRIPTION AND CLASSIFICATION zw_._ Z ui uj (F DESCRIPTION AND REMARKS SYM BOL COLOR CONSIST. . SILTY SAND . dark medium SM - - 8 0.17 - dray dark dense soft / CH - SILTY CLAY - '- gray . -46- - - - -- . - 2 -48 - - -50-r + J_ (some interbedded silty sand) 9 0.16 - - 7,.52 : 56.- 58 ___60- 26 0.10 T Interbedded SILTY SAND and gray medium SM! -. -- CLAYEY SAND - - - - dense SC - 62 - .-.• -64.- * . - - --• .- : 66 - '68- - -70- -r gray- . - 21 . .• 4 - - _L - i sh 72 brown - - - - .- -. • -. 74: - 76 - •. . - '' - - 78 Note: The stratification lines represent the approximate boundary between material types and the transition may . -80- . U be gradual. . - . . EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil, Foundation 6 Geological Engineers • - Carlsbad-Oceanside, California PROJECT NO. DATE: BORING - - •• NO. 6 (pg.2) - • 239-6 April 1982 1 - I t I • r • 'I. DRILLRIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.)I LOGGED BY JB DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8 Inches DATE DRILLED 3/3 /82 DESCRIPTION AND CLASSIFICATION zw_.. t;: Z cr w cx: DEPTH (FEET) V5 > DESCRIPTION AND REMARKS COLOR CONSIST. • B Interbedded SILTY SAND and gray-., medium SM - I 19 CLAYEY :SAND •• ish dense SC - 82 - brown 84 86 88 - -90- 92 94 96 - -98- -100- - -1 22 -102 - -104- 106 -108- • -110- 37 green- dense -112- ish gray -114- N 116 118 SILTY SAND .4 -- - gray medium dense S - - Note: The stratification lines represent the approximate 20-z , 59 boundary between material types and the transition may . be gradual. ' • . - ________ _______ -, EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Enginees Carl sb ad-Ocean side, Cal iforn i a PROJECT NO. DATE BORING • • (pg. 3) 239-6 • April 1982 U DRILLRIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.) LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 3/3/82 DESCRIPTION AND CLASSIFICATION / . !R DEPTH (FEET) -j in- w ø> Z °t: ED Z jr DESCRIPTION AND REMARKS SYM-COLOR CONSIST.SOIL 4 BOIL SILTY SAND gray medium SM - dense -122 - gray -124 SANDY CLAY (formational hard L claystone) -126- :1281 .. brown - - x -130- Bottom of Boring = 130 Feet - - - - - - -.. 0 0 - - 0 40 . Note: The stratification lines represent the approximate - - boundary between material types and the transition may - - be gradual. EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consul:ing Soil. Foundolion & Geologicol Engineers Carlsbad-Oceanside, California PROJECT NO. DATE BORING - NO. 6 4) 239-6 April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION . 16. (pprox.) LOGGEDBY LTJ DEPTHTOGROUNDWATER Not Established BORING DIAMETER 8 Inches - DATE DRILL ED 3/5/824 -flPcC'RlPTVThi AND CLASSIFICATION cc z 2 F DEPTH (FEET) < 5 -o W 1w w-' °r SYM SOIL DESCRTION AND REMARKS BOL COLOR' CONSIST.. TYPE LU . SILTY -SAND and CLAYEY . gray- medium SM, SAND (fill) ish dense SC -. . - - 2 brown - 4and -4 brown ' - 26 - 8 - * —10—- loose 8 4 14 -x FILLt - 16 SILTY CLAY.., gray soft CH - 18-- and - -- ,. gray- -'ish —20— brown 1 3 0.22 - - 22,'- . 4 . .. '.. - '. ..• . . -, - •. ,' -24 26- 28 - (sand lense at 31 feet) 30— 19 0.16, 32 34 Note: The stratification lines represent the approximate . . . - - ... . boundary between material types and the transition may - 40 - be gradual. . . . . ' . EXPLORATORY BORING LOG ROBERT .PRATER ASSOCIATES NORTH COUNTY PLAZA' Consuising Soil, Foundoion &Geologicol Engineers ' Carlsbad—Oceanside, - California - • 'S , ' - PROJECT NO. - DATE BORING 239-6 - •., April 1982 NO. 1) •;; DRILLRIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.) I LOGGED BY LTJ * DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches' _[DATE DRILLED' 3/5/82 - DESCRIPTIONANDCLASSIFICATION - zuJ__ w (Fl DESCRIPTION AND REMARKS S COLOR CONSIST . Cc BOL YPE 8 SILTY CLAY gray soft CH - - 4 -, 0.24 • . -42- -44'- '-.x - - 46- --48- SILTY SAND gray medium SM - - and dense 507- gray,- 17 ush- - - -52- brown -54- -56 - -58 -60--I- - 26 7:62 - 64 66 -68 -7'O- - -i-I gray- dense . . 34 ish 72 • .. brown ., - 74 -76 - • CLAYEY SAND (formational gray- dense SC sandstone) ish ________ brown_ 78. 120 Bottom of Borina = 80 Feet. - Note: The stratification iinerepresent the approximate . - - 311 - boundarybetween material types and the transition may _ be gradual. • EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERTPRATER ASSOCIATES Consulting Soil. Foundation 6 Geological Engineers '-Carlsbad-Oceanside, California PROJECT NO: DATE BORING - - * NO. L 7 (pg. 2) 239-6 April •1982 1 .- * * I. DRILLRIG Continuous Flight Auger SURFACE ELEVATION 17. (approx.) LOGGED LTJ DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 3/5/82 DESCRIPTION AND CLASSIFICATION zw_.. ZI w cc (FEET) DESCRIPTION AND REMARKS COLOR CONSISTBOL.. SOIL TYPE w 4 in— (1) - SILTY SAND and CLAYEY gray- loose- SM - . SAND (full) ush medium SC - 2 - brown dense - - -4- light gray - _Z - 6 >< 21 FILLt medium SC 8 - CLAYEY SAND (fill?) gray dense 10 - - 12 SILTY CLAY gray soft CH 14 -io-X 9 021 18- -20— I * 22 -' -26 -] 7 0.15 -28- —30— 32 : Interbedded SILTY SAND and - gray medium SM! CLAYEY SAND with some dense SC SILTY CLAY and GRAVEL - 34 lenses . ., . - . 30 36 -38- Note: The stratification lines represent the approximate - - boundary between material types and the transition may —40 - be gradual Fr 41 . EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Sal Foundation & Geological Engineers. Carlsbad-Oceanside, California -PROJECT NO. DATE BORING 'NO 8 (pg 1) 239-6 .: April 1982 DRILLRIG Continuous Flight Auger SUAFACEELEVATION 17 (approx.) LOGGED BY LTJ DEPTH TO GROUNDWATER Not Established BORING DIAMETER '8 Inches IDATE DRILLED 3/5/82 DESCRIPTION AND CLASSIFICATION cc 20L, X z DEPTH Q. (FEET) << w <> DESCRIPTION AND REMARKS S COLOR CONSIST.. SOIL ' C!) j Z Cl) Interbedded SILTY SANDand gray 'dense SM!- - CLAYEY SAND with some and SC -42-- SILTY CLAY and GRAVEL gray- I. - lenses ish ,. -44 - brown -46 52 -48 -50- -52- .54- 561 -58 -- CLAYEY SAND (formational gray- dense SC - - S sandstone) ish brown - 0 and - - . 62 orange 64 >( 66 88 68 75 - Bottom of Boring = 69 Feet Note: The stratification lines represent the approximate 0 boundary between material types and the transition may - - be gradual. - 0 EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil. Foundation & Geological Engineels Carlsbad-Oceanside, California PROJECT NO. DATE BORING 8 (pg. 2) NO - - • 239-6 April 1982 BIBLIOGRAPHY I LeRoy Crandall and Associates, "Report of Supplementary Soil Studies, Phase II Development, Proposed Shopping Center, El Camino Real Near The Vista I Freeway, Carlsbad, California;" June 9,.1967. LeRoy Crandall and Associates, "Inspection and Testing of Compacted Fill, Phase II Grading, Proposed Plaza Camino Real Shopping Center, El Camino Real Near The Vista Freeway, CarIsbd, California," April 29, 1968. LeRoy Crandall' and Associates, "Inspection and Testing of Compacted Fill, I Proposed Site Improvement and Utility Services, Plaza Camino' Real Shopping Center, El Camino Real Near The Vista Freeway, Carlsbad, California," June 11, 1969. I' LeRoy Crandall & Associates, "SettlemeAt Data, Proposed'Phase Ill, Plaza Camino - Real Shopping Center,' Cärlsbad, California," February 3, 1972. . Woodward-Gizienski & Associates, "Preliminary Soil Investigation, Buena Vista Marshland-Fill Area, Oceanside, California," November 8, 1971. 'I Woodward-Gizienski & Associates, "Preliminary Soil Investigation, Buena Vista Marshland-Fill Area, Carlsbad, California," January 24, 1972;. Woodward-Gizienski .& Associates,' "Settlement Analysis, Vista Sanitation 'District I Schedule I-Gravity Sewer Line, Carlsbad, California," February 15, 1972. Woodward-Gizienski & Associates, "Final 'Report of Engineering' Observation and I - Compaction Testing for Buena Vista Lagoon Project, Carlsbad and Oceanside, ' , California," December 7, '1972. I -Woodward-Clyde Consultants, "Site Expansion Feasibility, 'Plaza Camino Real, Carlsbad, California," October 18, 1979. I . ' California Department of Transportation, Transportation Laboratory, Materials and Research, Engineering Geology Branch, "Geologic Investigation and Soil Analysis of Buena Vista Lagoon,. Oceanside, San Diego County,!' January 1982., I '! ••• - •• ' ' ' I H :- • '. '• ' ' I I •:-' ' 'I- ' . ' U. -. • •H,. I ' I