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HomeMy WebLinkAbout2315 PIO PICO DR; ; 84-71; Permit- r\ hereby affirm that I am licensed under Ovialona of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. No ________________ Class I hereby affirm that i am exempt from the. Contrac- tor's 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 for such permit to tile a signed statement that he is licensed pursuant In the provisions 01 the Contractor's License Law (Chapter 9 commencing with Section 7000 01 Division 301 the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption. Any violation 01 Section 7031.5 by an applicant for a permit sub- jects the applicant to a Civil penalty of not more than live hun- dred dollars (0500). - iJ I, as owner of the propovty, or my employees with wages as their snle compensation, will do the work, and the strec- lure is not intended or offered for sale (Sec. 7044, Business _a and Professions Code: The Contractor's License Law does not apply to an -owner 01 property who builds or improves m thereon and who does such work himself or through his own 11 employeos provided that such improvements are not intend- W ed or offered for sale. II, however, the building or improve- Z ment is sold within one year of completion,. the owner-builder 39 will have the burden of proving that he did not build or im- 0 - prove for the purpose Of sale). O I. as owner of the property, am exclusively contracting with licensed Contractors In construct the project (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply loan owner of property who builds or im- proves thereon, and who contracts for each projects with a U) Z contractoris) license pursuant to the Contractor's License 0 Law). 0 As a homeowner lam improving my home, and the follow' 4 ing conditions exist:cc - 41 5. The work is being performed prior to sale. I have lived in my home for twelve months U prior to completion of this work, tea I have not claimed this exemption during the o last three years. 0 lam eeempl under Sec. _________________ ,9 & P.C. for this reason I hereby affirm that i have a certificate of consent to' selfrnsure, or a certificate of Workers' Compensation tnsuraace. or a certified copy thereof (Sec. 3800. Labor Code). - POLICY NO. COMPANY C] Copy is filed with the City C3 Certified copy is hereby furnished CERTIFICATE OF-'EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit is for one hundred dollars 10109i or iess) O I certify that in the pertoemance Of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws 01 Caiiti,nriia NOTICE TO APPLICA'fIT If. after making thiS Cern ficale of Exemption, you should become subject I) the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such - provisions or this permit' shall be deemed revoked Ui 0 Ui -J I hereby affirm that there is a Construction lending agency to, the perfOrmance 01 the work br which this permit is issued (Sec 3097, Civil Côdei Lender's Name - Lender's Address USE BALE POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARMIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT d 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 .108 ADDRESS AV. ST,RD, NEAREST CROSS ST. DATE OF APPLICATIONS BUSINESS LICENSE # AL ATION PERMIT NUMBER Z/f_Plo_Pic LOT I BLOCK J SUBDIVISION ASSESSOR PARCEL NO, CONTRACTOR CONTRACTORS PHONE N ZONE OWNER'S NAME OWNER'S PHONE ,2Ln. 72-_5.$'2--- _________________ _________________ PLAN 1,0. 4t BLDG USE CIOE CONTRACTOR'S ADDRESS LICENSE NO. 2 — 48 OWNER'S MAILING ADDRESS ________f6, STANDARD PLAN # BUILDING SO. FOOTAGE DESIGNER LICENSE # OESCFIP1ON OF WORK DESIGNER'S ADDRESS a/4/xjaq 5f DESIGNER'S PHONE , IF y UL-L F/P FLR ELEV.I I NO OCCGP EDU STORIES s-DraD —I CENSUS TRACT' ' GP LAND USE SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT I ' I TYPE 0CC LOAD FIRE SPR IPARKING AREA ' I ICONST - Y 0 N 0 J - v 0 NO YO ND Not Valid Unless Machine Certified - QTY. PLUMBING PERMIT - ISSUE 7 QTY. - MECHANICAL PERMIT - ISSUE SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP - INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 01-00-00-8220 J' EACH BUILDING SEWER - OVER 100.000 BTU - - SIGN PERMIT - 01-00-00-8221' 4 EACH WATER HEATER AND/OR VENT %10 R BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01-00-00-8806 3 ____________ _ EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER/COMPRESSOR 315 HP , TOTAL PLUMBING 01-00-00-8222 EACH GAS SYSTEM 5 OR MORE METAL FIREPLACE ELECTRICAL . . 01-00-00-8223 - 0 'EACH INSTAL.. ALTER, REPAIR WATER PIPE - VENT FAN SINGLE DUCT - 41 - MECHANICAL 01-00-00-8224 AV EACH VACUUM BREAKER - MECH EXHAUST - HOOD/DUCTS . MOBILEHOME 01-00-OQ-8225 WATER SOFTNER - RELOCATION OF EA FURNACE/HEATER - . MOBILEHOME PARK INSP - - EACH ROOF DRAIN (INSIDE) , - - SOLAR 01-00-00-8226 a/vrJ - - TOTAL MECHANICAL - I STRON,G MOTION 80-92-33-0519 /0 8 TOT A L PLUMBING I FIRE SPRINKLERS 01-00-00-8227 QTY, E , LECTRICAL PERMIT-- ISSUE QTY. %it," SOLAR-ISSUE PUBLIC FACILITIES FEE 32-00-00-8933 _________________________________ ______________ BRIDGE FEE NEW CONST EA AMP/SWT!BKR /o9 SCHOOL FEE - DISTRICT I PH . , . 3 PH STORAGE TA - Carlsbad 80-92-21-0519 EXIST BLOC EA 'AMP/SWTJBK-R- ROCK STORAGE Encinitas 80-92-22-0519 1PH •_, _3PH PUMP San_Diego_(0 ' 80-92-23-0519 REMOOEL ALTER PER G-IBC-iT PLAN CHECK FEE __ San Marcos _ 80-92-24-0519 TEMP POLE 200 AMPS 'OVER 200 AMPS , - . ' ' - -'. LICENSETAX01-00-00162 TEMP OCCUPANCY (30-OAYS( _________ CREDIT DEPOSIT' 433 11 111" ELECTRICAL -' TOTAL SOLAR -7TOTAL TOTAL FEES PAYABLE 704L I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued by the Building Official under the provisions o(Ihis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limitation and become null And void If the building Or Work 50 DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days from the date of such 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 is ouspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned at any time atler the work is commenced for a period of 180 days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SIGNATURE - D 0 APP ED DA KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND OWNER CONTRACTOR EXPENSES EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE GRANTING OF THIS PERMIT. - - BY PHONE '0 k TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL STEEL MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME I SHEATHING N ROOF 0 SHEAR 10•17,9+ FRAME EXTERIOR LATH ' — INSULATION NOWEADRYWALL PLUMBING SEWER AND BLICO DIPLICO UNDERGROUND WASTE 0 WATER TOP OUT )?I WASTE ,1 WATER TUB AND SHOWER PAN I GAS TEST I 0 WATER HEATER 0 SOLAR WATER ELECTRICAL 0 ELECTRIC UNDERGROUND DUFFER ROUGH ELECTRIC 0 ELECTRIC SERVICE 0 TEMPORARY 0 BONDING 0 POOL MECHANICAL 0 DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIA1?E ITEMS ABOVE HAVE BEEN APPROVED. V FINAL PLUMBING X ELECTRICAL MECHANICAL ______ GAS BUILDING SPECIAL CONDITIONS I' FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS - INSPECTORS NOTES . INSPECTION REQ. IF CHECKED INSPECTORS APPROVAL te DATE FOUNDATION I NSP PRIOR TO - SOILS COMPLIANCE - . STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING- HIGH STRENGTH BOLfS SPECIAL MSONRV I PILES CAISSONS .. . - V . ' ,. - -- -L APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD SE 2337 / ENGINEERING DEPARTMENT 438.5541 V FOR APPLICANT TO FILL IN ED BUILDING I Q3(5 - 'l - ADDRESS - I - OWNER I . _, - VALIDATION I tJLUI/._ MAILING ADDRESS CONTRACTOR CONTRACTOR'S ADDRESS ' NEW BUILDING EXISTING BUILDING LEGAL DESCRIPTION LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 10') OVER 30' H., FT. OVER1O'V. _____ ______ FT. STANDARD (Max. H. 30', V. 10') OVER 30' H. ______ ________ FT. OVER 10'V. _____ ______ FT. TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE. REMARKS: , r LINE COST DATA - 1• '/ • ASSESSMENT DIST.NO.__________________ FRONTAGE - COST PER FT. _______TOTAL / EL/ OTHER_________________ LATERAL LOCATION / CONNECTION FEE I I I—I NO. UNITS ______ COST PER UNIT -TOTAL I I PUMP STATION— FEES-NO. UNITS -PER UNIT—TOTAL— ST.I LATERAL NO. -INSTALLATION DATE__ TOTAL CHARGES (LATERAL ETC.) / WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter - V.. JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 AUGUST 17, 19814 KAY OKAMOTO V . 3055 BLENKARNE DRIVE V C-ARLSBAD, CA 92008 - V To WHOM IT MAY CONCERN: - TH I S IS TO CONFIRM THAT I HAVE REVIEWED THE-FOOTING CONSTRUCTION AND PREPARATION AT THE NORTH END OF Pio PIco (LEFT SIDE) AND HEREBY CERTIFY THAT THEY FULLY MEET THE REQUIREMENTS OF THE "PRELIMINARY SOILS REPORT" DATED FEBRUARY 21, 1984. OHa E. VERNON R.C.E. 21121 JV/DL LOPMMENT EN NEERS. INC'* N1.s TESTING 9 SURVEYING - V V • Property Dev By Registered Civil Engineer JOHN E. VERNON 2860 Calmar Drive Escondido, Calif. 92025 (714) 745-8882 Owner gzvo Location: ?'o .tco To whom it may concern: This is to certify that I have made a field investigation of your foundation soil conditions. I recommend a bearing value of 4%0,0 #/S.F. to be used throughout the planned foundation area. This value is boced upon existing conditions with good construction, practices and with surface drainage adequately provided and maintained away from the footings. John E. Vernon ROE 21121 Surveys — Tentative and Parcel Maps. -Percolation Percolation Tests .— Soil Tests and Reports ..... 0 Grading Plans — Improvement Plans —,Engineering Calculations' * ( .; .; :.. •-: • • '. - ESGIL CORPORATION 9820 CIJESAI'EAKE DIL. S('ITE 122 SAN DIEGo. CA 92128 (619) 00-146M DATE: 5' 2'/ 0 APPLICANT C3 JURISDICTION JURISDICTION: eAAA SASAA0 0 PLAN CHECKER FILE COPY PLAN CHECK NO: 1/111 7/ 0 UPS o DESIGNER PROJECT ADDRESS: g us ,'ic Pie0 40 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 codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: 0 Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date.contacted: Telephone #___________ REMARKS: BY: ENCL: L CORPORATION Form 31584 PLAN CHECK NO:__________ Pr) JURISDICTION:(!AA'L5.,4,i DATE______ Enclosures:_______________________ O APLNT COPY .4ISDICTION COPY O PLAN CHECKER COPY o FILE COPY ealeA s,,om) .s i4'o_ 1,,3r - d S1i4i,? W4Y IWaNc, ,f,,L fr#4IIO_4:'•/22 "i'.fJ _ ____ sn'.f J OAJ AdV4 $/y ,f1r ,40e 060boM Zoo /o/fr_ 'J 44,' r _SNq ,1;E•/4 ,'/7 øv.s' i:: o.us ____ / (Oor ,u /o.3ot - 4 5- 820 02r 14j'4,4, ,uç , 44,Thu eh4)f. 5'io- t.o.i ,44/#04 A0100__5rA,#cs__4701 ,4' Al" 4, e ,100 5 o,.7f4T,',,uaro/5 (see 1*1415, 2yZce /4, 7 - u74T /3c17d,Fgu_52o,j_/u &j, ri.i,&, c 'oac4,o, (ou4Op# LqJ4(. & rq S r4's' CI J 1 41784 r %'4 4'rnr'o 7/Q5 - JURISDICTION DATE ay _______ PROJECT ADDRESS: .23 /'3o 4p TO: X4'o /j4 It. A' 3otrso '34 /i"44'VI ,'t Date plans received by jurisdiction 4'/.3 Date plans received by plan checker 4// Date initial plan check completed 9'Z3 by_____ FORWARD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances-enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, 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 returned to you by the jurisdiction, to: &.9 932o ,o /Z.z. $tI4. 'Z'a3 2 To facilitate recIecking,' please [dentify, 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. 'NE(r41 4f ,Oe:4i' iE':r'ô ij, dr 7 Aj ,42,, ,, • 14, 1Og4 -' ' /Vj S s / uj 4• is /000 /44I , /9/ L4 cr) écir , Jj4c7 (7cp,y O'ej i4Lr3 2O'*.j &J,crii at S&'e, - 0 ' e ' S Ap Al 72 - .47 5,'4',' • ,q?oIo Pd-ø, - , I $.qoc5 5Crwi - dyjc,z Ald O&J 4,Y 93. 2' ,iør 7, & 5o 7'it 4 ,-, T/ZbO# 7, of .4t__Sr4 ___A .41U 10 1AJ 0L4 f$i 40&1 d. o.,— Li ô , í2er.4' L. A! 72 t-. Ai4sPeM' & Ir (AL ,4ZL') 5rc16 005 APPLICANT COPY LleCITY COPY PLAN CHECKER COPY (lritp of arIbab JURISDICTION:__ DATE —13 PROJECT ADDRESS: 23 /5 TO: ,g,ly(, Li4'5 -5__c j1c',4?jS PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No. ,3 Al '7/ r-ite plans received by jurisdiction_.' 2 / - $ • nate plans received by plan checker zZ Date initial plan check completed . — by FOREWORD: PLEASE READ Tel. (619) 560-1468) Plan check is limited to technical recuirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and State laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections . based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 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, to: 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. Indicate on plans the name of the legal owner and name of person responsible for the preparation of the plans.. Sec. 302(b) Submit fully disens plot plan drawn to scale showitiTbcation size. and use of all existing and proposed structures on the lot. Identify -property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners. Sec. 302(b)7. Indicate distance from center-line of Street or alley to property line and distance from curs to property line. Sec. 302(b)7 Plans, specifications and calculations shall be signed by a California State licensed engineer or architect. (California Business and Professions Code) r. FIRE PROTECTION !.4'• Walls closer than 3 feet to property lines shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A Sec. 1709(a) Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504(b) Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3 setback area from the property Line. Sec. 1710 Show location of permanently wired snoke dntcctor. Sec. (r ROOM SIZES. I.IGHT, VENTILATIONS AND GLAZING One room, must contain a minimum of 150 square feet of superficial floor area. Sec. 1207(b) 2/. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Sec. 1207(b) Window area must be at least 1/10 of the Ind area and a minimum of IC square feet per Sec. 1207(a). Appears to be deficient in Openable window area must be 1/20 of the floor area and a minimum of S square feet. In bathrooms, laundry roops and similar rooms. Minimum is 1.5 sq.ft. (Sec.1205(a) /44$7g4 ,47_ 219. One-half of all required window area must - be openable in Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required windows are not provided. Sec. 1205(a) No habitable room, other than a kitchen, / shall be less than 710 in any dimension. Sec. 1207(c) Show that ceiling heiçht for habitable - rooms is a minimum of 7'6. Sec. -1207(a) Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 70". Sec. 1207(a) Provide 30 clear width for water closet compartments and 24" clearance in front of water closet. Sec. 1711(b) No cooking room shall be used for sleeping urposes, unless complying as an efficiency living unit. Sec. 1208 36. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent :o walking surfaces. Sec. 5406 Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 :f)(g) Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above T7loor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20' and the minimum openable height 24. Sec. 1204 Eaves &d cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206(d) 54'. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below, and must have 65% of the long side open to the room below. The loft ycu show does not comply as a mezzanine floor and is. by Building Code definition, a story____________________________ D. EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Sec. 3302(a) Required exit doorways shall be not less than 36" in width and not less than V-8- in height, and shall be capable of opening t least 90 degrees. Sec. 3303(e) 47 Provide 36" high protective railing for o_rhes, balconies. and,o en a landings. rai ngs shalCbe ess than 9". Sec. 1716 -.i-' Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B Provide stairway and, landing details. Sec. 3)05(b & (c) Maximum rise 8" and minimum run is 9". Minimum head room is 6-6". Minimum width is 30". 9Handrai1s shall satisfy the following: a. Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22(b) Handrail shall be 30" to 34" above the nosing of treads. Sec. 3305(j) Handrail projecting from a wall shall have a space not less than 1 1/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. Sec. 3305(j) (see attached)' Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. 3305(g).q!. y. 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 stairway travel, to less than one-half the required width of the stairway. Sec. 3305(g) A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Sec. 3303(i)2 71. Provide details of winding stairway. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. Maximum rise is 9 inches. Minimum width is 30 inches. Sec. 3305(d) (See attached) Provide spiral stairway details: Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. Maximum rise is 9 1/2 inches. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) (see attached) 'Sprial stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 3305(f) Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 3305(f) 74'. Provide t.C.8.O. Reasearch Report and for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306(a)48 and Sec. 306(f) In buildings over 2 stories' in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is exempt. Sec. 3305 Exterior stairways shall not project into the. 3 foot setback from the property lines. Sec. 3305(n) The watts and soffits of the enclosed iseable space er interior stairs shall be protected cn the enclosed side as required for one-hour firs-resistive construction. Sec. 3305(m) minimum construction specifications shalt be made a part of the approved plans. (See attached) E. ROOFING Specify roof pitch. 4. Roof pitch is not adequate for roof type ' specified. Specify minimum pitch of_ Specify roof material and application. 2P Specify t.C.9.O. approval number for roof 72e Specify roof slope for drainage or design to support accumulated water. Sec. 3207)a) Show roof drains and overflows. Sec. 3207)a) 76 Provide skylight details to show compliance with Sections 3401 and 3207 or provide ICBO approval number. rCfu 5mvic 14.40 r.5 Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feet above ceiling joists. Sec. 3205(c) MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Sec. 3707 Show veneer support and connections comply with Sec. 3002, 4,5.6, and Sec. 2516(a) regarding ties and %9 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24 Note tat cleanout openings shall eprovided at the bottom of all cells to be grout filled over 4 in a single pour. Cleanout shall be sealed before grouting, after inspection. Sec. 2415 Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 )4. Provide material specifications for mortar, grout, masonry and reinforcing steel. Sec. 2403 Show how masonry house walls retaining earth are to be waterproofed. Provide detail. Note that special inspection of the masonry will be required for_________________________ GARAGE AND CARPORTS ,.J6.Garage requires one-hour fire protection on the garage side of walls and ceilings common to the dwelling. Table 5-8 Sec.503)b) All elements supporting floor above garage to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and posts, not within the wall or ceiling con- struction, must comply with UBC, Table 43-A, or be minimum 6 dimension beam and minimum B' by 8 post. 102 Show 1 3/8'. solid core self-closing door for openings between garage and dwelling. Sec. 503(d) Garages are not permitted to open into - / a room used for sleeping purposes. Sec. 1104 1fl4. Openings between carport and residence / require self-closing doors and stationary windows. Sec. 1214 Show garage framing section, size of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2' -. Table 24-I J14. Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the. building. If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level. (see 3303(i)2 and 3305 (g). Provide 18 raised platforms for any FAU, water heater, or any other device which may generate a flame or spark. ip4. Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform. H. . FOUNDATION REQUIREMENTS Note on plans that'A soils engineer shall eva-luate any unanticipated uncompacted fill or expansive soil or other seil problems disclosed during construction. Sec.306(a)12. Submit soils classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 2 The foundation plan does not comply with the soil rgort recommendation for this project /peij ~TcfdL.. Provide notes on the foundation plan listing the soils report recommendations for foundations. slab and building pad preparation. Note on the foundation plan that 'Prior to the Contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: the building pad was -prepared in accor- dance with the soils report: the utility trenches have been properly backfilled and compacted, and: 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 926Show height of all foundation walls. Chapter 23 Show height of retained earth on all foundation walls. Chapter 23 Show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 Note on plans that wood shall be 6 above finish grade. Sec. 2417(c) 7. 130. Mote on plans that surface water will drain away from building and show drainage pattern and key elevations. Sec. 2905(f) Dimension foundation per Table 29A. TABLE NO. 29-A—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS DEPTH OF FOUNDATION WIDTH THICKNESS 8(10W NUMBER THICKNESS OF OF OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE STORIES (inches) )InC5.$) (Inches) OF GROUND AND FINISH CONCRETE C UNIT MASONRY GRADE (Inches) 12 6 12 15 7 18 ' 18 8 24 NOTES: %There unusual conditions or frost conditions are found. footing and foundations thai) be as required in Section 2907)5). The ground under the floor may be excavated to the elevation of th top of the footint. Show foundation sills to be pressure treated, or equal. Sec. 2517(c) 3. Show foundation bolt size and spacing. f Sec. 2907(e) X4_ Specifysize, ICB0 number and manufacturer of power driven pins. Show edge and end distance and spacing. Sec. 306(f) Show size, imbednent and location of hold down anchors on foundation plan. Sec. 2312(f) Note on plan that hold down anchors must be tied in place prior to foundation inspection. Sec. 2312(f) '7Show adequate footings under all shear walls. Sec. 2311(e) Show stepped footings for Slopes steeper than 1:10. Sec. 2907(c) V9. Show minimum 18" clearance from grade to 7 bottom of floor joists and minimum 12" clearance to bottom of girders. Sec. 2517 l,fr. Show pier size, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of 18"x 24". Sec. 2517 .Show minimum under floor ventilation equal to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sec. 2517 I. FRAMING Show all joists, rafters, beams, and posts 2 to 4 thick to be No. 2 Grade Douglas Fir-Larch-or better. All posts and beams 5' and thicker shall be No. I Grade Douglas Fir-Larch or better. (Table 25-A-1) 1/I. Show wail bracing. Every exterior wood I stied wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in brace or equivalent. Sec. 2518(g)5 lØ. Mote cross bridging or blocking. Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506ig) Show blocking at ends and at supports of floor joists, and for rafters at exterior wails. Sec. 2506(q) Show solid blocking at ridge line and at exterior walls on trussed roofs. Sec. 2506(g) Show double joists. Floor joists shall be doubled under bearing partitions running ara1lel with the joists. Sec. 2518(d) 5 Show rafter ties. Rafter t.es shall be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. Sec. 2518(h) 1fr4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Sec. 2518(h) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.( Show double top plate with minimum 48 lap splice. Sec. 2518(g(4 Show nailing will be in compliance with Table 25-P. yl. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517(f) 1/2. Show stud size and spacing. Maximum allow- ( able stud heights: 2x4"3 16" is 14: 3"x4"&2x6@ 16"o.c is 20'. Sec. 2518(g)2 l7. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Sec. 306(f) Detail all post to beam and post to footing connections. Sec. 2517(c) 4 Specify nail size and spacing for all shear walls, floor and roof Indicat uired blocking. Maintain sio. rag. aph men ratios. (Ta Show 3"x4" or 2"x6" studs in first story of three story building. Sec. 2518(f) 177 Provide truss details and truss calculations. D 17 . Provide roof framing plan. Sec. 302(a)7 )J.9. Provide framing sections through. Section 302(a) 7 Specify all header sizes for opening over 4' wide.. Sec. 2518(g) 7 409_t.j5O Provide calculations for _qr..i 5 fS Section 302(a) 7 lfrn. In areas subject to water splash and in. 7 exterior locations, wood columns and posts shall be supported by piers projecting at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sec. 2517(c)4 /3. Show 10cat.on of attic access with minimun size 22 x 30'. Sec. 3205 Show draft separation for attic areas ( in excess of 3.000 sq.ft. Sec. 3205 Show draft seoaracion. for space between dropped ceilings and floor above in excess of 1,000 sq.ft. Sec. 2517 Specify plywood grade and panel indenti- fication index. Table 25-J When roof pitch is less than 3:12, design ridge as a beam. Sec. 2518 (h) Wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 2516(b) Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-I If cripple wall studs are less than 14', framing shall be solid blocking. Sec.2518(g)6 Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Sec. 25181g)6 CD Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Sec. 2517(g) 3 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec. 4706(e) Provide an approved waterproof building paper under wood siding. Sec. 1701(a) Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 6. Show corridor width to be minimum 36. Sec. 3304(b) do Specify truss layout for 30' x 30' attic access. 7, - Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(h) 3 Provide metal straps across ridge beam and. rafters. J. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the location and pe of all heating aEàoling applian es sy ems. Show source of combustion air for furnace will comply with Chaper 6, U.M.C. 2f2. Every dwelling unit shall be provided with heating facilities capable of maintain- ing a room temperature of 70' F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. . UBC Sec. 1211 Show minimum 30' deep unobstructed working space in front of furnace. Note on plans, clearances to be per manufac- turers listing. Sec. 704 U11C Furnace shall not be installed under any 1' stairway. Sec. 704 UMC Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance Sec. 704 UMC 207. Show IC3O approval for prefab fireplace -and provide approved installation instructions at job site. 208 Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 1 709 UMC .209 Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sec. 708 UMC 211 Show details to comply with Section '709 for furnace under the floor, Section 708 for attic furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combustible 7 piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. (JSC Sec. 1706(a)6 K. ELECTRICAL (National Electrical Code) All wiring shall comply with the National Electrical Code. 21 Note on the plan the amperage of electrical service. If the electrical installation is more than 200 amperes, show panel location and provide a single line diagram and load calculations including: Wiring method employed. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. C. Approximate length of service feeders. Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses. Provide typical panel schedule(s). 223 Dwellings require minimum 100 amp service. 224 Show location of all electrical receptacles. 225) Electrical receptacle locations and/or spacing is not adequate in //i,44d' , Ofi' c 2,?(. At least one receptacle shall be installed i' outdoors, in basements and attached garages. other than laundry outlets. Art. 210-25(b) Show minimum dwelling lighting (NEC Art. 210-26(a) and GFI'S in garage, baths and outdoors. NEC Art. 210-8(a). 28 Note 'UFER' ground to be provided (NEC). Art. 250-81 L. PLUMBING (Uniform Plumbing Code) All plumbing shall comply with the Unifrom Plumbing Code. 36 Show water heater size, type and location on plans. Show method of providing combustion air to fuel burning water heater. Sec. 1307 24. Fuel combustion water heater shall not be 7 installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309 2,14. Provide adequate barrier to protect water f heater from vehicle damage. Sec. 1310 240. Show 'F and P valve on water heater and show route of discharge line to exterior Sec. 1007(e) Provide dryer vent to outside. UMC Sec. 1903 Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices.' Sec. 1003 244 Shower stall shall accomodate a 30circ1e and have a minimum floor area of 900 sq.in. UPC 909(d) OSE ZNSUC.XTtON (OUPt.F.XZS) Show lac2LII Of iupex :amaan partyi w.11s and oor. :silina .iisumolies to iC?iLdVS Sound 7ransintssion :as!57M ! racing in .4L1x Oi 3(1 114CtUl09 and an :mpact Cflo4t5tiOfl iI55 I (I.1 rating on tlour. ceiling of 30 i*Ci0145. Title 25 2/1. Show how penetration of aismanties for ( PLPLIIq. electrical devices. recessed c301neS. bntuns. soffits. or heating ventilating. or .xnauac ducs snail be sealed. lined. or insulated to maintain required sound transmission rating. Title 23 Provide insulation in w4113 and ceiling ( to acniev, SiC of 50 between garage and living area if garage use is not controlled by resident Title 25. 9. ENERGY COIISERVATION, Pleas. Read New State Mandated Regulations (Calif. Admin. Cod.) became effective June 16. 1983 and require that the design satisfy one of the alternative energy packages (see attached package. A. B. C. 1, 2. 3. 4 and AS 163). The law also requires that many mandatory onswrvetion items be satij,fi.d. is in Zone _/ Copies of the Residential Energy Conservation Manual may be obtained from: Publications Unit, California Energy Commission. lilt Howe Ave. )-30. Sacramento, California 95825, (Tel. (916) 920-6216)). California Building Officials also maintain a telephone *hotline* between 10:00 A.M. and Noon and 1:00 P.M. to 4:00 P.M. at (916) 456-3823. 72. Show on the title sheet of the plans was selected i.e. A. B, C. 1. 2. 31 4. or AS 163 to show compliance, and cb provide calculations and other data. appropriate to that selected package. Thiresponsjble designer should statement the conforms to the Energy Regulation. for Residential Buildings*. /3 274 Show the •R value for the walls and S ceiling and related ,'Zot 275 Note that the insulation used shall , comply with California Quality Standards. Note the insulation installer shall post a signed certificate, in a conspicious place in the building, stating the insulation complies with title 24. Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 3. Note doors and windows, including skylight.. between conditioned and non-conditioned space shall be fully weatherstripped. 78. Ujore on th. framtnglan that weather- lippauing àfieatants must be used to limit filtration in the building envelope at the following locations: Exterior joints around window, and door frames: between wall sote plates and floor,, and utwmen exterior waA& panets; penetrations in walls, ceilings, and floors for plumbing, electricity, and gas lines: openings in attic floors: and all other openings in the building envelope. Note that doors and windows to be certified \.._.-' and labeled as complying with the Energy Regulations. ..i0 Note fans exhausting air to have back draft dampers. Note at the exterior wall fireplace 'Fir-place to have minimum six square inches of outside air: to have glass or metal door covering the entire opening of the firebox; to have tight-fitting damper with readily accessible control and should not have a continuous burning pilot 1ight. (28 Note ducts shall comply with Chapter 10, 1976 ((MC and shall be tightly sealed with mastic or tape. . eatewate; water itetiI toavwrapt-Rt2.xt.iña1 in.u1ation. Note, where water heater is in unconditioned space, the first five feet of outlet pipe to have R-3 wrap. inDes 285 Nt all circulating hot water pipes No uo nconditioned spaces shall be insulated. Note that all gas fired heating and cooling appliances, showers and faucets shall comply with the Energy Efficiency at bath and kitchen that the qonerarghtIñ'g sha'rlhave an efficiency of not less than 23 lumens per watt i.e. florescent. Note that heating or cooling systems (except heat pumps) shall have an automatic' thermostat with mechanism which can be manually programmed to automatically set back the thermostat set points for at least two periods within 24 hours. 289 Show the size, type and location of the space heating (or cooling) syatme and provide energy calculations if the output 8th/Hr. exceeds 45.000 8Th/Hr. output. 290 Show eels and madel for flU and water heater are on State approved list. Outdoor pools With fossil fuel heaters r.qaare pool covers as well as otner energy saving devices sucn as time clacks. etc. 720-L406 0. MISCELLANEOUS Show a minimum 2 air space and flashing I" between planter and building walls. Sec. 2517(e) C3~O D2 Specify material to be used under the shower tile. Sec. 1707(a) Specify lath and plaster to comply with Chapter 47, ((BC. 104 Two 3/4 copper pipes must be installed from water heater Location to convenient location of future solar panels (City Ord.) 30S Provide sleeves (roof jacks) in roof for two future 3/4w copper pipes to cunvenient location of future solar panels (City Ord.) Note that solar water piping is to be insulated in areas that are r.ot heated or tooled. City Ord.) o Building plans are substantially correct and complete. By: Date: Building plans would be substantially correct and complete is minor corrections are made at counter. - By: Date: Building plans require major correction, and / complete p1a roe eck, by plan check .nineer) re red. Date: If you have any question. regarding this plan check. pl.a,s, call t2liPel'-Fg at Q46iñD UJT'V We would also be pleased to most with you, at no charge, if additional asetatance is needed. Citp of CarIbab PLAN CHECK NO. OWNER H' PLAN RECT. PLAN CHK'D. CHK'D. BY co ej 4J 1 r-' A / A / A) ? 3/7€/ scr zz% -LI 4e A/'e ,' It • Date i Prepared by: I,; I Jurisdiction________________ VALUATION AND PLAN CHECK FEE 13 Bldg. Dept. Esgil PLAN CHECK NO._8- 7/ BUILDING ADDRESS _23t5' APPLICANT/CONTACT PHONE NOo '729 BUILDING OCCUPANCY J9.3 /1 DESIGNER PHONE___________ TYPE OF CONSTRUCTION CONTRACTOR PHONE 72?-55z. BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE /33 Air Conditioning Commercial 2.80 - -Residential 2.40 Res. or Comm. Fire Sprinklers 1.50 Total Value Fee Adjusted To Reflect AJ . . 0 .tap d.i-capped.Reguiai91S (F.e.e...x-lTh-0454-' Building Per mit Fee. $ . . Plan Check Fee $ . . S . $ COMMENTS: 8/4/82 GRADING PERMIT: EASEMEN7S: ADDITIONAL LAN CHECK NUMBER 7/ ADDRESS DATE 441za-Ay— PLANNING- TYPE OF STRUCTURE _ ZONE:___________ SCHOOL FEES: SAN DIEGUITO I CARLSBAD dJ I % COVERAGE I BUILDING HE FENCES/WALL TWO CAR GARi__________ Lu . I-. COMMENTS: LU fl uj oI . Lii REDEVELOPMENT APPROVAL REQUIRED: Lu u, F cr- c' . C) Lu U cr- 1:1 LANDSCAPE PLAN COMMENTS:_______ ENCINITAS______________________ SAN MARCOS REQUIRED SETBACKS FRONT__________ SIDE___________ REAR ENVIRONMENTAL REQUIRED: ADD! TTONAL COMMENTS: OK TO ISSUE:' DATE:___ OK TO FINAL: DATE: * ** * * ** *** * ** * ** ** * ** * * * * * * ** * * * * ** * * ** * * * * * ** * * * * * ** *** * * ENGINEERING LEGAL DESCRIPTION VERIFIED? O.V- A.P.N. CHECKED?_O. P.F.F._J Lft PARK IN LIEU tj JA- PLP4.,) IMPROVEMENTS: - ç11F J,f'E X _ E.D.U:. (fir SEWER: ________ LATERAL:Lenoa--~' DRIVEWAY: * ENGINEERING INSPECTION REQUIRED: PUBLIC WORKS INSPECTOR: FINAL OK: DATE: * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) .\ / 1J r'1O'v I'1 71 " Y'fl' !Ct1 CHY 1I 4. Ll "i IF , 10 5: . •J___ Raymond M Knowles and Assocites ALA Architects SHEET NO. OF QHKC, 711C C,9 L I 1 V1 /V PV6S7 tt6V L Li 2.-S'Z7L.,re I -01J7-14 EL6t/ LU. r ."/ ff'.r¼ca gw. F P051; "7- cS::7j o ,'/-, Raymond M Knowles d Associes A1A; Archithets BY .DAIE OJT____ _ . SHUT li). Of... CHKD. BY_. . fW. 511 iLlZ4 106, 00 H _ _ - I , N/3 5 ' d$I/ )••O/ __ 77'i 7C dJdc 7L55 77L7 . /... 1515 ç y7 '5,/(2 77 'I • oL 5$Th/L' I, • = 97/.L 'a Aa .ouo• _____ _____ _____ • 3T43J'SJ Tfl\f PU SjMQU pUOUJ( T /ifff 77 /E2 7 4'V- 33/• 4i.• - Raymond M Kôi1 and Assoeites A-LA.' Archic1s BY DATL._. SHEET U. CO. BY-- AJ\TL.__. _____._L_._.__-__- J• 17 1L JT4i 1/ac 79-c-7_J-/ 1511A/2 z L0 il= 2//IC - ZZ /) Ifi c/$fa,2i rLc s_ Ip,2 c,I1 ~'7 fo O7/ /& -7 1474 7-4 /-. fry ,T4 - ' : -- Raymond. M. Knowles and Anociztes 'Alk' Architcts BY_________ CHKD. Ei1F._,._....._... --... •0•• ijJ. O.._._7T_ 16 ,2, )4L1CJ 1 .'-L •= HI t / m19/K/X/y/://i1, 71M' 7/1'f1) 444 'I e5. 41r14. /Z _______ • 4bU . rj7 /m',cJAI /96 44 IS-c.41 ND F'fl A j _LL_ f6j2 L m = o 4-O Us 44 I):?c444/p/#pc7" (4o.( r \.C-2993 c Ij L4' frlJ — Raymond Mc Kiowls nd J•sothte CHKD.BY.. Nt- D rL1.A. .Architcts IF II 464 - /15) 'H z 10/ Y S •'5 / ' /) L/O / /'5 ','i'• / pç Y)I . /,Je:7071Y9 ii. III I 0 . dr LQ,c5 =5/XtZxb2x a'ldfr2ft stl M' >JQY/JI5,,.'t'ff - ..J VV5.pl ZS lzlr 4" Z/ 17 .L,.%.f7//K)/ r/O? m 2TI?Q 1f . (/ ?7'0z5 Z / c2A- 7 2J' Lpg w01 'z'qly/ 5/' 7 cm'O7 • Jfl.V7 7 ;MI '?L oV _____ • •. -= d5d19/ . H '- ___________ • - • __•••••••••••_•___Th•v GHO 30 '3!V S3';q31 *1fi1s o' SE[MOU)J 'Jt puOwLPJ i1Ai.11 : Raymond M. I(now1s and A ociat * AIA' Archtcts 8L.._DATE_- oii j ... C1KO. By CT .. 4 -4 PROPERTY DEVELOPMENT ENGINEERS LNGIN(Iø'.G tCSTN • L -- JOHN VERNON & ASSOCiATES 1859 S. ESCONDIDO BLVD.. ESCOND.IbO, CA 92025 TEL. (714) 743880 . GRADING REPORT Agency)t Project Location_ ,E tv1 Name of Permittee_ Grading Permit No. A. COMPATIBILITY WITH GRADING PLAN AND PERMIT Was the compacted fill placed only in the approximate lo- Yes_Z No cations desnateon the grading plan as areas to be filled? 31€,• A / vr6i Did the quantity of fill material placed approximately Yes No _f 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 izontal to 1 vertical? If the fill material was obtained by cuts on the site, Yes4_ 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 on Yes . No the grading plan? B. LOCATION AND AMOUNT OF COMPACTION TESTS Have you attached a sketch and data showing the location Yes L,' No_ and relative elevation for all compaction tests? Was a compaction test made so that there is at least one Yes' No test in each 2' thick lens of compacted material. As indicated by inspections, observations and compaction YesL.-' 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 No_ brush removal, benching, wetting, removal of noncompacted fill or debris and related items? Was all detrimentally expansive soil placed in the fill at YesA No 3' or more below finish grade? - - Duplicate of DPL#..73 - - Rev. 3779 . • - - :. r ' REMARKS: * 3,,--Have you attached 'a copy of your curve showing the rela- Yes No ,r+4,it,n m,4o+iva riiv+it andmaximum*" %0 Vila F i#V W r ... + — .. ... density? k. Was all material used as fill (earth, rocks, gravel) Yesj No smaller than 12" in size? Are all areas of them fill 'suitable for support of Yes td No structures? * Were all existing fills on the site recornpacted in accord- Yes,, No ance with the provisions of the grading ordinance? D. STATISTICAL DATA Dates the grading work was performed: \f 9, 9,D Dates your representative was on site and number of hours on 84 for each date, and name of representative: 4,9, &.. c94 E. AS-BUILT DATA If the fill placement was not in acco approved grading plan, did you notif obtain approval for deviation from ceeding with additional fill placefn If the approved grading plan doe/yk location, depth and type of fi1 fti review and approval an as-built 1pn? - with the rmittee to before pro- 'eflect the actual you submitted for Yes No Yes No CERTIFICATION I hereby certify, under penalty of perjury, that the information provided in this certification is true to the best of' my knowlede and belief. s igrLa ture 2 d iIp1kl1_ c ' DateZ_____ R.C.E. 22l Z5 2112, t I I PROPERTY DEVELOPMENT ENGINEERS JOHN VERNON & ASSOCIATES 1859 S. m4idn Blvd. d7E cr'-'/ FaIido, CA Y2025 743-8808 Duplicate of DPL #73 Rev. 3-7-79, - - :-- I - —. - RELATIVE COMPACTION FG lJCHN VERNON & ASSOC p*o.'twry oevv_o.iir OS$UR$ 00 &ESCONDIDO SLYCLoESOONDID09 CA 92025 743-SM . TESTED BY I i'tfATIfPJ! Al ' jZ i' LI1%NI I#I• IT. B. lei F1 I ea 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 LB EXCAVATED SAMPLE: IN PLACE [Ii' is iiri TEST REPORT OWNER: CONTRACTOR: DATE'. WET WEIGHT DRY WEIGHT WEIGHT OF WATER % MOISTURE IN PLACE WET DENSITY IN PLACE DRY DENSITY 3c2R __r4o Ls 44$GR 46e 6 4K5 OR (() LB/CF LB/CF (/ I 1Z 13 "VCF I -'I %MOTtE I " IMPACT TEST DATA: OPTIMUM WET DENSITY OPTIMUM MOISTURE % OPTIMUM DRY DENSITY RELATIVE COMPACTION: REMARKS: