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Home My WebLink About2880 PIO PICO DR; ; 82-369; PermitS .' '5 I hereby Bill I am licensed under 0 visions of Cha r 9 (commencing with Ij-E' UI section 7000) of Division 3 of the Business 41 l and Professions Code nd FT7ense Is in full for ZI Lic No Or I hereby affirm that I am exempt from the Contrac-tors License law for the following reason (Sec. 7031.5 Business and Professions Cede: Any city or county which re- - quires a permit to construct, alter. Improve, demolish. or repair any structure, prior, to its issuance also requires the ap- plicant tar such permit to tile a signed statement that ho is rcensed pursuant to the previsions at the Contractor's License Law (Chapter 9 commencing with Suction 7000 of Division 30t the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub- (ccl s the applicant to a civil penalty of 005msre than finehun- dred dollars ($500). I, as owner of the prnperty, or my employees with wages as their sale compensation, will do the work, and the struc-ture is out Intended or offered for sole (Sec. 7044, Business and Professions Code: The Contractor's License Law dues .nnt apply In an owner, of, property whobuilds or improves thereon and who dons such work himself or through his own employees, provided that such improvements are not intend- ed or offered for sale.- If, however, the building on improve-ment is sold within one year of completion, the owner-builder will have the burden Of proving that he did not build or im- prove for the purpose of sale). f, as owner of the pre(erfy, urn exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Cede: The Contractor's License law does out apply to an owner of property who builds or im- proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). C, o As a homeowner lam improving my home, and the follow- ing conditions exist: it. The work is being performed prior to sale. I have lived in my home for twelve months - prior In completion of this work. - I have not claimed this exemption during the - last three years. - 0 lam exempt under Sec. ' , B& P.C. for this reason -. U) Z 0 I- 4 4 -J C., Ui 0 Z 0 4 U) Z Ui a. 0 C-, U, Ui cc 39 I hereby affirm that I havea certificate of consent self-insure, or a certificate of Workers mpensation InsuranCe. 000 certified copy thereof (Sec. 3800. Labor Code). POLICY NO Cl copy ____,..r' - COMPANY Ce the rti ereb fied CERTIFICATE OF EXEMPTION FROM WORKERS COMPENSATION INSURANCE (This section need not be completed if the permit - is for one hundred dollars (S100) or less) C) t certify that in the performance of the work for which this permit is issued. I shalt not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California NOTICE TO APPLICANT: If, after makin3 this Cciii ficate of Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked I hereby affirm that there is a construction lending agency for the performance of the work to, which this permit is issued (Sec 3097. Civil Code) Lenders Name - Lenders Address iir RAI I pniii PN nii v z PDFqr. inn APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT ' APPLICATION & PERMIT 1200 Carlsbad, California 92008.1989 (714) 438-5525 AV ST DATE F AP LICATION BUSINESS L/C ! N JOB ADDRESS D. ' i,/) CONTRACTORS PHONE OWN,eJ.45 OWNER'S PHON TRACTOR , V LUATI , PERMIT NUMBER ZäNE -6p2bL R /y4,Cb LICENSE NO. -l'77 PLAN I.D. # BLDG USE CODE LbT BLOCK SUBOIVIS/ON J 7OR7,L47 4 DE R LICENSE # c- --' STANDARD PLAN # - - BUILDING SO. FOOTAGE DESCRIPTION OF WORK ONEFfS ESS DESIGNER'S PHONE '1 97$ - Not Valid Unless Machine Certified — F/P FL~X YO NO I OCCGP I EDU ______ CENSUS TRACT GP LAND USE PARKING SPACE I RES UNITS I GRADING PERMIT ISSUED YO N J I REDEVELOPMENT AREA Y CI N - I TYPE Nf 0CC LOAD FIRE SPR vO N QTY. PLUMBING PERMIT - ISSUE 7,Jo-] QTY. MECHANICAL PERMIT ISSUE SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP 7'. '"/ INSTALL FURN. DUCTS UP TO 100,000 BTU — BUILDING PERMIT 01-00-00-8220 EACH BUILDING SEWER - (.42 OVER 100,000 BTU. • SIGN PERMIT 01-00-00-8221 EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01-00-00-8806 2'Z 4.o _/_ EACH GAS SYSTEM I TO 4 OUTLETS ESSOR 3-15 HP BOILER/COMPRESSOR -- TOTAL PLUMBING 01-00-00-8222 - EACH GAS SYSTEM 5 OR MORE , METAL FIREPLACE . -" ELECTRICAL 01-00-00-8223 EACH INSTAL., ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT • MECHANICAL 01-00-00-8224 EACH VACUUM BREAKER ' , - MECH EXHAUST - HOOD/DUCTS . - MOBILEHOME 01-00-00-8225 WATER SOONER . RELOCATION OF EA FURNACE/HEATER . MOBILEHOME PARK INSP EACH ROOF DRAIN (INSIDE) ' - - SOLAR 01-00-00-8220 -- - - • TOTAL MECHANICAL ' I I ,q- ._ STRONG MOTiON - - 80-92-33-0519 TOTAL PLUMBING - I 'I EIS, FIRE SPRINKLERS 01-00-00-8227 QTY. ELECTRICAL PERMIT - ISSUE - OTY - SOLAR -ISSUE ' PUBLIC FACILITIES FEE 32-00-00-8923 BRIDGE FEE NEW.CONST EA AMP/SWT/BKR 7eo 4.- p — COLLECTORS - SCHOOL FEE - DISTRICT '1 PH • 3 PH ' . STORAGE TANKS - Carlsbad 80-92-21-0519 - EXIST BLDG EA AMPISWT/BKR • - . ROCK STORAGE - Encinitas 80-92-22-0519 1 PH 3 PH - , PUMP - San Oieguilo 80-92-23-0519 REMODEL/ALTER PER CIRCUIT . . PLAN CHECK FEE - - San Marcos 80-92-24-0519 TEMP POLE' 200 AMPS • - . - _____________ OVER 200AMPS TEMP OCCUPANCY (30 DAYS) . ________ _______________________ - '• , - - ' -- TOTAL ELECTRICAL TOTAL SOLAR - ' - -TOTAL FEES PAYABLE -°" -i--3 — Expiration. Every permit issued bytheBuilding Official underthe provisions ofthis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER ode Shall expire by imitation and become null and void. If the building or work -5' 0" DEEP AND DEMOLITION OR CONSTRUCTiON OF CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE uthorized by Such permil is not Commenced viihun 180 days from the date of such STRUCTURES OVER 3 STORIES IN HEIGHT I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBYL- banclone0le, DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT ISermit, or itt9*uiIdun or Work aulhorizg'hby such permit is suspended or k is encod for a period ol 180 dISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON-any lime for th wo STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND ApPLICT' G CONTRACTOç APPpIEDB DAJ JI EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND E 1`~7 U BY PHONE 0 GRANTING OF THIS PERMIT. FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES - REQ. IF INSPECTOR'S INSPECTION CHECKED APPROVAL DATE iez 794- sv~o - SOILS COMPLIANCE ce71f tc.!er c-ow4owt 5elp0dAr4r])_ PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD 'ELDING HIGH STRENGTH BOLTS SPECIAL MASONRY . PILES' CA I SSONS ' - ) S II'JSPFCTIflN TVPF DATE INSPECTOR BUILDING JNDATION Th (1 REINFORCED STEEL MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO PLUMBING UNDERGROUND PLUMBING TOP OUT TUB AND SHOWER PAN GAS TEST ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE BONDING G. F. I. - SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF. PIPING HEAT - AIR COND. - SOLAR SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. JOB SITE FINAL PLUMBING ELECTRICAL . MECHANICAL. GAS - . -- BUILDING SPECIAL CONDITIONS CERTOF OCCUP,' ISSUED City of (ar(bab REQUEST FOR INSPECTION RECORD f. INSPECTOR PERMIT NO. OWNER ADDRESS REQUESTED BY AJ (BUILD I N..J D FOUNDATION D REINFORCING STEEL O MASONRY GROUT - GUNITE O FLOOR AND CEILING SUB FRAME O SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH O INSULATION 0 INTERIOR LATH OR DRYWALL (1/Fl N AL TIME: DATE: PHONE NO. PERSON TAKING REPORT I ELECTRICAL I D TEMPORARY SERVICE UFFER GROUND O ELECTRIC UNDERGROUND O ROUGH ELECTRIC POOL BONDING D ELECTRIC SERVICE FINAL PLUMBING MISCELLANEOUS O UNDERGROUND PLUMBING O CONDITIONED AIR SYSTEMS O SEWER AND PL/CO O SOLAR HEAT O TOP OUT PLUMBING D PATIO O TUB OR SHOWER PAN o POOL 0 SPA O GAS TEST O SIGN O WATER HEATER 0 GRADING O SOLAR WATER O DRIVEWAY FINAL O FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Mond' 0 Tuesday 0 Wednesday 0 Thursday Friday 0 A. M. 0 P.M. \ ST. INSTALLATION DATE NO. UNITS COST PER UNIT TOTAL_ __t _...-, - TOTAL CHARGES (LATERAL ETC.) LATERAL NO APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD ENGINEERING DEPARTMENT SE !DDATE 438.5541 FOR APPLICANT TO FILL IN UED BY BUILDING I - f7)I _______________________ ISSUED- ADDRESS VALIDATION OWNER MAILING - ADDRESSADDRESS -.-.. . .-. - ' •/ —. 4''• CONTRACTOR (.. CONTRACTORS - ADDRESS NEW BUILDING EXISTING BUILDING LEGAL / DESCRIPTION 4. — 01, 1111.1 .t.f C LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30, V. 101 OVER 30H.-@_______ FT. OVER 1O'V. _____ _____ FT. P4. STANDARD 6" (Max. H. 30, V. 101 OVER 30' H. ______ _______ FT. OVER 10'V.-@- FT. TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) If. TOTAL LATERAL CHARGE REMARKS:' Q_ I LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE ________COST PER FT OTHER TOTAL______ LATERAL LOCATION I: / CONNECTION FEE , UNITS COST PER UNIT-TOTAL- PUMP STATION FEES WHITE: Engineering- GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter ESGIL CORPORATION 9820 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92123 (714) 60-1468 IPA O9Ld1QL3 CVQ1d Lf -LL c--- ) Gçr LLLL44 4i I itp of Qar!bab Jl.R!SDICTIONz________________ P L ____ PROJECT ADDRESS:gc /2/0 TO: iYt9 -ryD SHp t) CPr(-r1D C y2)Lc 1f)) . o (3 B PLAN CORRECTION SHEET Plan Chock No. ' its, plans r.,cci',ed by jurisdicti ete tolans received by plan checker t<~ I7 Z t.€.i2 Oa:c initial plan check completed q' byj FfEWC'R0s PLEASE READ '3ao check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Cod., Uniform Mechanical Code, National Electrical Code and state laws regulating energy' conservation, noise attenuation and access for the h.-dicapped. The plan check is based on regulations enforced by the Building Inspection partment. You may have other corrections based on laws and ordinances enforced by the ( Planning Department, Engineering Department or other departments. V I C-r u. flr- 1 4 c -3B 55t '—The items circled below need clarification, wodifscation or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulation.fs. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any stat., county or city law. A. PLANS (? Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been eturned to you by the jurisdiction. tG: pg ( 9B.oC174 5~1*q (' To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. APPLICANT COPY D9Ty copy PLAN CHECKER COPY ® U '5 0 cc L')6• iCij I)i '-f ?-& \Wt2. W u s Th Lc Fi?o-44 ç Lt 40 Lo 10, 2o vt'\ so '4('i€ tc&A,( QtI 5tIO t io -4- Lt'-%, 'CV i=Y'4 Ij-i..so CC,.g ()1 c-o-çu&a U 4 s.- ri-s Ll ra -I e ____ 'P'-y'.t L- tvrz w -r • (40 u- AJOO -U2. v o.-rt-z-i-'1 Opcuv r13 o'oak'S cjô c i, t Co e. l'7o+ 9e Q U\ is -\- ' 'S4ci. lLc) orzZo4e k C v L)CS o8(q3 c R-4i c lv e c 'w i A4 c9?0ce.T 1 _o ___ '•'i () L-u.eNa t46'1C - 7ooy- 1 i & C Lt1 -Qyzoyyi. s7e0-c W C c'i) &)1itt2. .-'C r0 be. tV-i-o q" I'i,-tln 9k -to -tz je 041, Ur - () )O - - - (ucir ()1O1iG4-.. d Zo ci—S- ____ c\ ,-- -c i- (-(- € c- ____ \ lz5L 5hcc(1 Racie Cci.Ac. s&eet Csi,2 -) 4) ciVt47 2 1 O-t4..S ,1Ali ccu. ovi- dJ1 SIe.&e -iia(IVicIJ _____ L4J\l.,L. NOT c4.L LJ +1'ioS. I Wi (flcOd u1y'Y_ L (i) 4r1 q!1fj C (2. Date a /0 , /~kd , 192- Jurisdiction?/6/7 Prepys C3 Bldg. Dept. VALUATION AND PLAN CHECK FEE E3 Esgil PLAN CHECK NO. BUILDING ADDRESS - 2 -o fci "j co APPLICANT/CONTACT k—:~I> V\OLL PHONE NO. __T BUILDING OCCUPANCY - DESIGNER PHONE _12-'% TYPE OF CONSTRUCTION _j-.'3 CONTRACTOR PHONE_________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 3?2 - Res. Baths (over 3) - @2,200 Res.Firep1aces(°' @1,760 Air Conditioning - Commercial @ 2.80 Residential - 2.40 Res. or Comm. Fire Sprinklers S @ 1.50 S 5 - Total Value AdjuJiUfor State Flyated Handicapped 1171/ cO ccessRegul 711 \ S Building..Perrnit Fee.$. X 1.065 Plan Check Fee $ 27 5 60 x 1.065 / S COMMENTS: / 1 8/4/82 EEl. I E C E I V E D liU1tDikD EPARTNENI DATE : RI-0 OCT-i918Z fBUILUING ADDRESS: ,C A. P . N :CITY OF CAR LOAD - !Ur1ln npnrtment .11EEARIIiENI 701 ZONE: J SCFiOOL FEES: SAN DIEGUITO SAN MARCOS ENCINITAS — CARLSBAD UNITS REQ'D: % COVERAGE ALLOWED: PARKNG SPACES REQ 'U: BUILDING HEIGHT REQ'D: PROVIDED: j . PROVIDED: PROVIDED: PROVIDED: FRONT SETBACK ALLOWED: PROVIDED: INTRUSIONS: RE-DEVELOPMENT APPROVAL REQ ' U: SIDE SETBACK REAR SETBACK j LANDSCAPE & IRRIGATION PLAN COMMENTS-.' \c ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COvIENTS: OK T JSSUE:j- • DATE: OK TO FINAL: DATE: R.O.W: IMPROVEMENTS: PUBLIC FACILITIES FEE.:: SEWER CONNECTION: DRIVEWAY LOCATION(S) : GRADING PERMIT: EASEMENTS: DRAINAGE: LEGAL DESCRIPTION: ADDITIONAL COMMENTS: 0 - *CHECK IF EN'INEERING INSPECTION REQ'D. ON FINAL: \'T" , -1TO ISSUE, DATE: [ PWI: OK TO FINAL J_ f k * * *W&AJ. - * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE FINAL INSPECTION. 19 CARLSBAD FIRE DEPARTMENT PAGE1 OF 1275 ELM AVENUE, CARLSBAD, CA. 92008 (714) L38-552l PLAN CHECK REPORT DISAPPROVED PLAN CHECK OTHER REF II PROJECT 'Y ADDRESS ARCHITECT __________________________ ADDRESS _______________ PHONE OWNER _____________________________ ADDRESS _______________ PHONE 21 OCCUPANCY _J2_ CONST. ________TOTAL SQ. FT. /a'O STORIES _____ 0 SPR1NKLERED 0 TENANT IMP. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: Provide one copy of the floor plan(s), site plan, and sheets Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code and 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 piling is to be done, comply with Uniform Fire. Code, Article 81. 14 Medical gas system(s) shall comply with N.F.P.A. Standard 56F. ,k7 5. Fire extinguishers shall be provided based upon the following criteria: ,)( a) 1-2A rated ABC extinguisher for each 300 sq.ft. or portion thereof maximum travel distance to an extinguisher of 75 feet ', c) other: vt i ,4st d//e €7 - ____ 6. Fire sprinkler system(s) per N.F.P.A. Standard shall be provided to protect Dry chemical extinguishing system(s) shall be installed per N.F.P.A. Standard 96 to protect cooking equipment and exhaust system. Plans of system(s) shall be approved by the Fire Department prior to installation of system(s). Show on site plan locations of all nearby proposed or existing hydrants within 200 feet. Hydrant(s) shall be provided and located Show location(s) on site plan. Fire Flow: gpm for hours from hydrants. Access for fire apparatus is not adequate. Provide 12.shall be of hour construction with openings protected with hour assemblies. Comply with regulations on attached sheet(s).' • aminer ' Vate Report nailed to architect ' ' Met with Attach to Plans CARLSBAD FIRE DEPARTMENT PAGE 2 OF - PLAN CHECK REPORT PROJECT PLAN CHECK 6DZ3 14. 9. 20. 24. 5. iitVW~L-2 6. Drapes and other decorative materials shall be flame retardant. Certification thereof shall be provided. Exits, exit lights, fire alarm stations, hose cabinets and extinguisher locations shall not be concealed by decorative material. Interior finish shall conform with Title California Administrative Code regulations. Fireplaces and other appliances employing open flames shall have metallic guards. Loose chairs exceeding 299 shall be bonded together in groups of 3 or more. Storage and janitor closets shall be of one-hour construction with all openings protected with 3/4 hour self closing and latching assemblies. An approved fire alarm or two-way communication system shall be provided per Title 24, California Administrative Code. An occupant capacity sign, with minimum one inch letters and numbers, shall be posted near main exit ( __square feet per person). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE PUBLIC IS PRESENT" sign, with minimum one inch letters, shall be provided adjacent to main exit door_______ "EXIT" signs shall be in block letters minimum 6 inches high. Luminance on face of sign shall be 50 lux. "EXIT" signs shall be electrically illuminated and energized from separate circuits. Show on electrical plan(s). One of the above circuits shall be part of the emergency lighting system. An "EXIT" sign shall be posted over exit door and directional signs located Show locations on floor plan(s). Approved panic hardware shall be provided on exit doors Show on door schedule. Corridor shall be of one-hour construction with door open- ings protected with 20 minute self closing and latching assemblies. An additional exit door shall be provided in per Uniform Building Code, Chapter 33. / Plan Examiner Date ri CHRIS CHRISTAKOS ENGINEERING STRUCTURAL DESIGN 250-5 South Orange Street, Escondido, Calif. 92025 (714) 489-1139 S FOR: Two Story Office Building T R U LOCATION: 2890 Plo Pico Dr., darisbad, CA. TA UL R c OWNER: Jerry Bryan Photography AU: LL A JOB # 0c03-82 cn - ESSI NO. C29054 CIVI MEMBER OF: STRUCTURAL ENGINEERS ASSOCIA TION OF CALIFORNIA AND AMERICAN SOCIETY OF CIVIL ENGINEERS ,c. O-iz vq <= 0 => 7;; M ' -2'Z I/O-ta 13- f2o ,/o,s 71 ' '/6 0 , 36 9 ZX,o /6 ! r. +1 Th 6/0 7o .90 P2 970 0" T' ):2,7 . . A _14 é,/L >46 at, I . .6x/i h(. r; ~ -T it, I ~04 4(4 000 tippe;'- 1e.00/L ls/Z LA Meg /t.U41fl/5 1SM/C O4/C /- — 1O/,1O /5 p5f Lpoi— tue: io1c1 (èf,) 90 / V,uw'vo ' 2. /iocs /e /OQ 4 / îr"ffoP 1L1/ -c.c) '7L? &oV- ,4T oo1L /4pi(i) goor J2ooe _ i 2 e $1 17,11 z/,6 pVii100 c 6"oc. ,9?ø #QLAdP,fl/-S, i'/o, P/'&, " ,LI,1/,• cL//ocL d(//A' OT (st) /jc/ /o,4 /4f ñr,a7w cioFJ 7-0r'-eL4 - 'P_Ic_ F ñ-'- 711L .j4L.Lf rH PoR-S 4 74/Z w4/-4-5 (-~e5 w41, 9C~465 DULG LJpPtp- cA,z •--s 12 AT V gz) V '137.';;// .!cL'' No 7-6 m ,,ULôo/ 1A 4rF JeR /Z 47- /cM- 907Y dw - //o c OI. Alo 75: - 0•• LL)A £ i '4414 0,0/j fiz,ii U4L 47. /A)E'() 0 000 (1 7 xxx flo ) /T: w4 70 B6 ,ia001 %Pep 0 •0 _ 60N 47 c/,(15 0 V 175 • Ji4 t- IVA -i, M- 4 -r — O/?I1- /J ,4L,— 'TT 4W6- V7, • P 0 • 0 ' - ?/ (s -. • A/0 47_// //6d e/'.c . pr& / 2- 000 0,44- ,TT ftuE 13716-mA (is>) z 6t'O//P' (/16 !ko 11~071H 45~16qt a/f4L ?1?,UFt-f p-1L p,C.. i.tz /..IO1POUJI'J or &i p1q1iJE. c;J$. r1149 79,te 72 7'L5 cJOI.t7J D/Z11Cr rriwr (èo7i c#PFi) .UflL V6 2,205 ,'- i7sti0).r 20 rnou I Sio5 3?t'(' 2. ,D TJ.' /3f7o) U--'4 I L ve 4 -4 ,otTJ. All , '?/oI' ,~ // ~ Hpa..o7- 'YDf/? AL 4,-e: LJc• 9 o7fl c'a6) 7 - JoiJri 1246-c7,z<.'7 (A E A rijE tL,+tL / B r HL2Z /-/i?Ou/J 9oTh /ç d &4L& F/Mr Tb , Jouj D,* TRA)T -- — 197- ZIA,16 • - or) .' 2' V4 /A1E y; °rfl f-oQ/2J - u_ 47- \4 /5 o z:OD W (,46. A. L)/ (l)/"( ,9oL7- PE?' qllr7grL f-tpz ,'oTf 'kr op 4jtiE- I ae ZL //Vç /0( L? o¼rc,pc1 All I fr1Z S07// tM'i - . 'Hb V e - Bt'6- T g\ A)/(/) 516 'o Pe~L ?h~j Hp 80 r' ,j/pr 4. cwft/L Ø4AJL • II . -JJ L'PI2y Ri y4vlJ bco3-el7io-tz. (7 - - 7'E1C7V/24- 7-rn'-c I Jof$77f) lXL- IN IA! IXI 's &CY - 9- 4 COP ,'4 P7. / ''-2 C6 Ii e. PM7 mx' JL S S /&uOOJ%.: tL LI1/wii -FO/t fly CA ROOF 4 L L O" /V°r c,w6 I S 10 S • 6"O.C.(. S • t•u •DO uJi°tLL- S S S F E FT 7 &OT ro (,uA1,L S • fg • .1_S 55 Tht~JAJLI f rj, I 2,x,° thAJ —___•.;I-' O7H/ZCAQ,T5 <1vi 9.r w HA IJ 12_Iez .Jo,i . C. J1214/ RPj'4-Q LZ 00, F6J,J9,4r/,,t1 to 6 $/cA1 &1E /Oao/'/ cc?/. $(itI,%JCt PESc1, ci.)/O 9o'-~ ,POJZT fon,crS çpoI7T//L'( oor/& 8n,5 07;Y w45 IY07-6 ,071,J(, ,il 2)L OL) h)077 ,j OAJ f?Jç CL .- . C CCE H RIS ZI-IR I STAKOS ENGINEERING STRUCTURAL DESIGN 250-5 South Orange Street, Escondido. Calif. 92025 (714) 489-1139 SHEAR .• WALL SCHEDULE Ix D.F. diagonal sheathing ---_________________________ (as per UBC Sec. 2514 (b)) Z --1/2" drywall with 5d cooler nails @ 7" o.c. edge & field (Table 47..1 UBC) 5/80 drywall with 6d cooler nails @ 7" o.c. edge & field (Table 47-1 USC) - drywall with 5d cooler nails @ 4" O.C. edge & field (Table 47'-X UBC) ,4\--5/8" drywall with 6d cooler nails @ 4" o.c. edge & field 'Mable 47"X UBC) - —.- - -------- -_____ blocked drywall with 5d cooler nails @ 4" o.c. ADI_ edge & field (Table 47-I UBC) A7--5/8" blocked drywall with 6d cooler nails @ 4" o.c. edge & field (Table 47-I. UI3C) _ stucco over paper backed lath w/16 gauge staples at 6" o.c. at top & bottom plates, cdca of shear wall and on field (XCBO Report No. 1823, Feb. 1977) &_7/80 or (IC3O Report No.1318, Feb. 1973) stucco over paper backed lath w/16 gauge staples at 3" ó.c. at top & bottom plates, edge of shear wall and 6" o.c. on field (ICBO Report No. 1823, Feb. 1977) or (ICSO Report No. 1318, FeL. 1973) A-3/0" Structural II Plywood with 8d nails @ 6" o.c. at edges & 12" o.c. field (Table 25X UBC, Structural II Plywood with Ud nails 0 4" o.c. at edges & 12" o.c. field (Table 25K UBC) A-3/8" Structural II Plywood with Sd nails Q o.c. at edges. & 121 o.c. field (Table 251C UBC) A7 3/80 Structural XI Plywood with Od ni1s 0 2" o.c. at edges & 12" o.c. field (Table 25K UBC) Structural Plywood with d nails 0 " 0.0e at ,edges & 12" 0.0. field Structural . Plywood with d nails 0 " o.c. at edges & 12.' o.c. field 300#/i 1.00!,. 100#/1 125#/l 125#/1 1504/1 175#/1 1804/1 3251/1 260#/l 3804/1 5704/1 6404/1 CONNECTION 22-Built-up girder and 23.2" planks 24. Particleboard: 5 Wall Sheathing (to fransit /s" Ye" %Vt3/U 25.Plywood:5 Subfloor, roof and wall she and less %"-l" 1%"-1 /4" Combination Subfloor-sjnde s/s" and. less Z6. PaneI Siding ((o framing) - or less 27 Fiberboard Sheathing ;7 ½" 'Common or box nails may be used except 'Common or deformed shank. 'Common. 'Deformed shank. 'Nails spaced at 6 inches on center at edg (II) inches at intermediate supports for i where spans are 48 inches or more. Fo shear walls refer to Section 2514(c). Nail box or casing. 'CorrOsion.rcsjsla,tt siding and easing nail 'Fasteners spaced 3 inches on center at ex termediate supports. 'Galvanized roofing -ntils with '1,,-inch.d inch sheathirg and I ',4 inch for "/,,-inch 'Galvanized staple with %.-inch crown and I '1,-inch length for "/,,-inch sheathing. - - 25.0,25-P UNIFORM BUILDING CODE 1979 EDITION TABLE NO. 25.0—ALLOWABLE SHEARS FOR WIND OR SEISMIC LOADING ON VERTICAL DIAPHRAGMS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY, SHEAR VALUE 3-INCH NAIL SPACING AROUND SIZE AND PERIMETER AND 6,-INCH APPLICATION NAIL SIZE AT INTERMEDIATE POINTS x 4' x 8' No. 11 ga. gal. roofing 125: nail 1½" long, ?e" head x 4' x 8' No. 11 ga. gal. roofing 1 175 nail 1" long, i" head 'Fiberboard sheathing diaphragms shall not be used to brace concrete or masonry walls. 'The shear value may be 175 for '/s.inch x 4 foot a 8 foot fiberboard nailbase sheathing. .. . ..•...... .. TABLE NO. 25.P—NAILING SCHEDULE CONNECTION •. . . NAILING' joist to sill or girder, toenail 3-8d Bridging to joist, toenail each end 2-81 1" x 6" subfloor or less to each joist, face nail 2-8d 'Wider than 1" x 6" subfloor to each joist, face nail 3-81 2" subfloor to joist or girder, blind and face nail 2-16d Sole plate to joist or blocking, face nail 16d at 16" o.c. Top plate to stud, end nail 2-16d Stud to sole plate 4-8d, toenail or 2-16d, end nail Doubled studs, face nail 16d at 24" o.c. Doubled top plates, face nail 16d at 16" o.c. It. Top plates, laps and intersections, face nail 2-16d Continuous header, two pieces . lGd at 16" o.c. along each edge Ceiling joists to plate, toenail 3-8d Continuous header to stud, toenail . 4-8d Ceiling joists, laps over partitions, face nail 3-16d Ceiling joists to parallel rafters, face nail . 3-16d Rafter to plate, toenail 3-8d 1" brace to each stud and plate, face nail 2-8d 1" x 8" sheathing or less to each bearing, face nail 2-8d Wider than 1" x 8" sheathing to each bearing, face nail 3-8d Built-up corner studs I 6 at 24 a o.c. 278 . . - ...................' . 251' UNIFORM BUILDING CODE 1979 EDITION HAILING' i-T o.c. at top Od at staggered and bottom an ,2 0aat ends and at each splice at each scaring 2" - .Par ticl Sheathing(to framing) 8d3 Wall 5wood: 5 th an d wall sheathing (to (ramng) 6 d2 ly /z" Subo0r, roof 8d oT'-4 and less 8d2 10d3 or 8d4 (to framing): 6d4 SUbRoos.underlm Combination . 8d4 ~" and less i()a3 or 8d4 (to framing) . 6d6 26.P, Siding - - ½" or less . No. I 1 911 oardSI1ea;;;:7 -: No. l6ga herwise stated. ,Common or box nails may be used except where ot ,common or deformed shank. ,Common. shank. ts 'ai1s spaced at 6 inches on center at edges, 12 incheS at intermediate suPPOT .Def,Deformed (10 inches at intermedte supP0S for floors), except 6 inch at all supports where spans are 48 inch, or more. For nailing of plywood di aphragms and shear walls refer to Section 2514 (c) sailS for wall s heathingmay be common, box or casing. corrosi0eui5ta siding and easing nails. aStenerS spaced 3 inches on center at exterior edges and 6 inClsS on center at in .COT r oofing nails with ,,,inch.diamet head and l'/-fl length for - termedte 50pp0rt5 inch she athing and 1'!. inch for i,1,tnch sheathing gr,a1vani1ed staple with ',,,inch crown and Ihi15Ch length for hinch sheathing and 1,4_mci' length for ,/,,-inch sheathing 279 AIRS FOR WIND OR SEISMIC OF FIBERBOARD SHEATHING E V CONSTRUCTION ONLY FATINIERNIEDIATE VALUE 3-INCH NAILPACING AROUND ETER AND 6-INCH POINTS head 1252 Tooling 175 head not be used to brace concrete or x 4 loot x 8 loot fiberboard nailbase AILING SCHEDULE NAILINGI 3-Sd 3 2-8d tuist, face nail 2-8(1 ach joist, face nail 3-8d id and face nail 2-16d tee nail 161 at 16" o.c. 2-16d - 4-8d, toenail or 2-16d, end nail 16d at 24" o.c. 16d at 16' o.c. us, face nail 2-161 16d at 16" o.c. along each edge 3-81 nail 4-8d uis, face nail 3-16d face nail 3-16d 3-8(1 :e, face nail 2-8d :h bearing, face nail 2-8d to each bearing, face nail 3-8d 16d at 24" o.c. CONNECTION flBuilt-UP gir CT 'In _alns JOHN VERNON & ASSOCIATES 1859S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 7438808 GRADING REPORT "4. Agency______________________ F~ Project Location_ Name of Permittee_ Grading Permit No. .-A.* COMPATIBILITY WITH GRADING PLAN AND PERMIT Was the compacted fill placed only in the approximate lo- Yes No cations designated on the grading plan a.z areas to be filled? 4- A,4*dC ,4-j ,eg:ID Did the quantity of fill material placed approximately - Yes No conform to the grading plan? Did the toe of fill or the top of cut appear to meet the Yes'- No prescribed property line setback (1.5' for fill; 3.0' for cuts)? Were the finished fill slopes equal to or less than 2 hor- Yes_' No izorital to 1 vertical? If the fill material was obtained by cuts on the site, Yes No were the cuts made in the proper location and to the proper slope approximately as shown on the approved grading plan? Were brow ditches constructed approximately as shown or— Yes_ No the grading plan? B. LOCATION AND AMOUNT OF COMPACTION TESTS Have you attached a sketch and data showing the location Yes V No_ and relative elevation for all compaction tests? Was a compaction test made so that there is at least one Yes V' No_ test in each 2' thick lens of compacted material. As indicated by inspections, observations and compaction Yes" No test results, was the fill, excluding the top 1.0', compacted to at least 90% of maximum dry density? C. QUALITY OF FILL COMPACTION OPERATION Was the area to receive fill properly prepared .in terms of Yes-L/ No brush removal, benching, wetting, removal of noncompacted fill or debris and related items? Was all detrimentally expansive soil placed in the fill at Yes No_ 3' or more below finish grade? Duplicate of DPL #73 Rev. 3-7-79 (1) / Have you attached a copy of your curve showing the rela- Yes V No tionship between optimum moisture content and maximum density? / Was all material used as fill (earth, rocks, gravel) Yes V No smaller than 12" in size? Are all areas of the 1111 suitable for support of Yes_" No structures? Were all existing fills on the site recompacted in accord- Yes V No ance with the provisions of the grading ordinance? D. STATISTICAL DATA Dates the grading work was performed*JJ— de7?i Dates,your representative was on site and number of hours on site for each date, and name of representative/ - dEi~A . E. AS-BUILT DATA If the fill placement was not in accordance with the , (1s_ No approved grading plan, did you notify the permittee to obtain approval for deviation from the plan before pro- ceeding with additional fill placement? If the approved grading plan does not reflect the actua ,,i_ No location, depth and type of fill, have you submitted fo review and approval an as-built plan? REMARKS: CERTIFICATION I hereby certify, under penalty of perjury, that the information provided in this certification is true to the best of my knowledee and belief. Signature Date______ R.C.E. 21719 PROPERTY DEVELOPMENT ENGINEERS JOHN VERNON & ASSOCIATES 1859 S. E&ODdidO Blvd. Econdido, CA 92025 743-8808 Duplicate of DPL #73 Rev. 3-7-79 (2) /1O L LE OPT. MOISTURE RELATIVE COMPACTION (1 TEST REPORT TEST* / FG - OG- JOHN VERNON & ASSOC vm.oin DATE: TESTED BY LOCATION: te 01 5WTito SAND VOLUME DATA: C INITiAL WEIGHT OF SAND K3HT OF RESIDUE WEIGHT OF SAND USED SAND DENSITY VOL. OF HOLE & CONE VOL. OF CONE VOL. OF HOLE EXCAVATED SAMPLE: IN PLACE GR /0.73 LB 42; X GR 4f5; GR 07 GR ILI i LB/CF /9 LB/cr WET WEIGHT DRY WEIGHT WEIGHT OF WATER % MOISTURE IN PLACE WET DENSITY IN PLACE DRY DENSITY IMPACT TEST DATA: OPTIMUM WET DENSITY OPTIMUM MOISTURE % OPTIMUM DRY DENSITY RELATIVE COMPACTION: % MOISTURE LB/CF 0 I 1 I q9j L LB iD. I 48 LB bz7 LB/CF 0. O4-/ c c.e'8( CF TEST*Z RELATIVE COMPACTION FG OG = TEST REPORT JOHN VERNON & ASSOC. iy ovmomm1,T muaws DAM TESTED BY LOCATION: /L , A'. / SAND VOLUME DATA: INAL WEIGHT OF SAND WEIGHT OF RESIDUE WEIGHT OF SAND USED SAND DENSITY VOL. OF HOLE & CONE VOL. OF CONE VOL. OF HOLE IN PLACE OPT, MOISTURE OcD GR //.b3 LB OR QR GR GR 37 GR / __________ i.34? LB/CF /jp. 4L LB/CF EXCAVATED SAMPLE: WET WEIGHT DRY WEIGHT WEIGHT OF WATER % MOISTURE IN PLACE WET DENSITY IN PLACE DRY DENSITY IMPACT TEST DATA: OPTIMUM WET DENSITY OPTIMUM MOISTURE % OPTIMUM DRY DENSITY RELATIVE COMPACTION: LB/ I SMOT(E 4?/ %] TEST# FG — OG -i -/ RELATIVE COMPACTION /\ OWNER: Y) TEST REPORT CONTRACTOR: /%7J 77c7 AP JOHN VERNON la ASSOC. PROPERTY DEVELOPMENT BISINEEN$ DATE I59 S. £SCONDOO SLVD.,EScONOIOO, CA 92025 TESTED 7438808 LOCATION: FT-B, /3 - J SAND VOLUME DATA: INITIAL WEIGHT OF SAND WEIGHT OF RESIDUE WEIGHT OF SAND USED SAND DENSITY VOL. OF HOLE & CONE VOL. OF CONE VOL. OF HOLE EXCAVATED SAMPLE: IN PLACE LB LB ie.ti LB e9.3 /CF ".' cr CF £2 9 3 CF OPT. MOISTURE WET WEIGHT DRY WEIGHT _47 GR WEIGHT OF WATER _L!! % MOISTURE ____ IN PLACE WET DENSITY IN PLACE DRY DENSITY 41 LB LB/CF - LB/CF jr" GR 44::; GR 6-4 GR /2. IMPACT TEST DATA: OPTIMUM WET DENSITY OPTIMUM MOISTURE % OPTIMUM DRY DENSITY RELATIVE COMPACTION: -- - ,, L %MOtSTURE -.- II -. - I j L I i/I --- -J - ..- 1 JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 743-8808 November 1, 1982 Mr. Ed Mullen P. 0. Box 1480 Carlsbad, Ca. 92008 Subject: Preliminary Soils Investigation Site: Southeast corner of Stratford Lane and Pio Pico Drive, Carlsbad, Ca. Mr. Mullen: At your request our office has completed an addendum to the Preliminary Soils Investigation we prepared for Mr. Jerry Bryan, dtd. March 16, 1979. That report provided design criteria for the parking lot and two story building situated on the Southerly portion of the site. It is under- stood that the proposed new two story building will be situated at the Northerly end. On October 29, 1982 a representative of our firm observed the excavation of two test pits in the new building area and tested the existing soil. These tests compared favorably with the testing done during the original soils investigation. The soil horizons were virtually as noted in our former report, being a dark red brown silty sand to the bottom of the trenches at 5'+. Because of the above we recommend that the conditions and criteria set forth in our original report be followed for the new construction, except that the 10' perimeter recompaction may be reduced to 5'. We have attached a copy of the original report and a copy of the Standard , Specifications for the Placement of Compaction Filled Ground for your informatio :'- DAV IS R.C.E. 21719 V. PROPERTY DEVELOPMENT ENGINEERS, INC. NG;NEERsNG S SOILS TESTING S SURVEYING JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 743-8808 March 16, 1979 £r. Jerry Bryan P.O. Box 748 Carlsbad, Ca. 92008 Subject: Preliminary Soils Report Site: Northeast Corner Laguna St. and Pio Pico, Carlsbad, Ca. To whom it may concern: Our firm has completed an investigation of the natural soil at the above site. The native soil is a red brown silty sand (SW per the Unified Soil Classification) and is not detrimentally expansive. On February 15, 1979 we explored the subsurface soils to a depth of 8'. Two test holes were drilled showing only slight differences in the soil texture from the ground surface to the full depth. A sample of soil was taken at the 4' level for determination of allowable bearing pressure. At the time of sampling the soil was in a moist, loose condition. The soil sample was tested for maximum density, optimum moisture and direct shear. The results of these tests are as follows: Maximum Dry Density 130.6#/ft3 Optimum Moisture 8% Direct Shear Angle of Internal Friction 320 Apparent Cohesion 100#/sf JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 7438808 Due to the soil density the foundation areas will require excavation and recompaction. The limits of the recompaction should be to at least 4' below finished grade and 10' clear of all buildings. Parking lot areas should be compacted to not less than 2' below subgrade. Grading and compaction should be accomplished in accordance with the attached specifications. A1loable bearing pressure for single story 12" wide x 12" deep foot- ings is 3000#/sf. Two story construction may use 3750#/sf if footing dimensions are at least 15' wide and 18" below lowest adjacent finish grade. Round and square pier footings may use bearing pressures as follows: p = 1690 = 1136d + 364A (Round).. p = 1690 = 1136d + 486A (Square) Where p = Allowable pressure in lbs/sf d = Depth of footing below finish grade in feet A = Area of footing surface in squ are feet The above bearing pressures have a safety factor of 3. d- &'). ~ C. W. DAVIS ;.C.E. 21719 JOHN VERNON & ASSOCIATES • 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 743-8808 STANDARD SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILLED GROUND Objective: Obtain filled ground which is uniform and has adequate internal strength to support any'.structures proposed. The method by which this is obtained is described herein. Preliminary Proceédures:. Permits -Owner shall ascertain the grading permit require- ments of the agency whose jurisdiction Covers the land on which the grading is to' be, performed and 'shall be responsible for' complying with them. Water -. An adequate water supply shall be provided so that compaction of filled ground will not be delayed. Soils Engineer --A soils engineer shall be retained to pro- vide direction in grading, testing for compaction and certification that the grading complies with grading ordinances and with approved grading plans. Grading: I. Clearing and Grubbing - All natural surface which is to be covered by filled ground, excavated or needed for brow ditches, swales or 'other grading appurtenances shall' be cleared and grubbed. Trees, shrubs and grass, as 'well 'as organic overburden shall be removed from the area to be graded. Cleared material may be disposed of as approved. 'by the local controlling agency. No embankment shall consist Of treea,.shrubs or other organic material. Natural Ground :PreParati0n - Natural ground shall be excavated from beneath embankment areas to solid' material, 'the exact depth as determined by the soils engineer. This material shall be brought to proper moisture content and recompacted to not less than 90% maximum density as determined by A.S.T.M D-15.57-70. PROPERTY DEVELOPMENT ENGINEERS ENGINEERING • SOILS TESTING 0 SURVEYING JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 743-8808 Any existing fill which has not been certified must be removed and recompacted. If the slope of the' existing ground exceeds 1' vertical in' 6' horizontal, a bench cut level, 10'. wide shall be excavated at the toe of the fill. This will allow the embankment'to be placed on a horizontal base for more uniform compaction. 3. Embankment Placement - Fill material should consist of native or imported material which has been brought .to the optimum moisture 'content. Material to be used for embankments may have rocks with diameters' greater than' 12" providing they are evenly distributed in the soil mixture and are at least 3' below finish grade. Fill slopes shall not consist of, nor be founded on,' large rocks. Although, 'rocks may be placed. along the outside of the toe of the fill slopes. Rock placement' in embankments shall be under direct supervision of 'the soils engineer. Embankment material shall be placed in layers varying from 6" to 12" deep, depending on soil type, and compacted by suitable compact- lye effort to a density of not less than 90 of the maximum density as determined by A.S.T.M. D-1557-70. Moisture content and depth of layers'shall be determined by the soil engineer at the time of grading,' and shall 'be updated whenever embankment soil types change. As the' embankment increases in elevation new benches shall be cut into original ground. Benches shall beat least 6' horizontally into natural ground, be level and shall occur, at, intervals to be determined by the soils engineer at the time of grading. Compaction may be obtained by the use of any combination of equip- ment'which will result in an embankment that'is properly compacted, uniform in moisture and properly finished to the lines and grades shown on the'plans or to those set forth in the applicable grading ordinance. Li... Additional Grading - Cut slopes shall be cut to the lines and grades as shown i on the plans or set forth:in the applicable grading ordinance. (2) .• JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 743•8808 Cut slopes shalibe protected from erosion by brOw'ditches. Brow ditches shall be either earthen or lined with erosion resistant material as shown on the plans or as recommended by the engineer. Embankrnentsshall'be protected from erosion by placing,an earthen berm alone the top of slope.for the entire perimeter, of the fill. Where drainage is brought down the slope, the drainage way shall be lined with erosion resistant material to 'prevent loss of 'embank- ment slopes.' Where eaves are located less'than 5' horizontally from top of fill slopes, eaves troughs shall be provided to prevent weakening of slope due to water intrusion. All areas of the building pad' must be well drained.. Drainage swales. shall have a mimimu'm slope of 1' vertical in 100' horizontal unpaved or 1' vertical in 200' horizontal paved with concrete. ' Drainage shall be provided to ensure foundations'wi'll.not be subjected to pondéd water. If eoo It3 LI - -