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Home My WebLink About1351 PINE AVE; ; 84-640; Permit0 I hereby affirm that I am licensed under r - o provisions of Chapter 9 (commencing with '7 Section 7000) of Division 3 of the Business and Professions Code, and my license is in I full force and effect. z Lic No ___________________ Class - 0 Or- I hereby affirm that I am exempt from the Contrac- tor's License Law for the following reason (Sec.- 7031.5 Business and Professions Code: 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 to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 3 01 the Business and Professions Code) or that is ex-empt therefrom and the basis for the alleged exemption. Any violatio of Section 7031 .5 by an applicant for a permit sub- jects e applicant to a civil penalty of not more than fine hun- Ar dollars ($500). as owner of the property, army employees With wages as their sole compensation, will do the Work, and the struc- ture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intend- ed or orfered for sate. It, however, the building or improve- ment is sold within one year of completion, tI r-bur,lder will have the burden of proving that he d ld im- prove for the purpose of sale), I, as owner 01 the property, am eoclasively contracting with licensed contractorn to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not 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). As a homeowner I am improving my home, and the follow-ing conditions exist: The work is being performed prior to nab. I have lived in my home for twelve months prior to Completion of this work. I have not -Claimed this exemption during the last three years. 0 lam exempt under Sec. _, 8 & P.C. for this reason 19 'U -J La IX Z 0 C') Z 0 cc - 4 4 —j 0 'U a I hereby affirm that I have a certificate of consent to self insure, or a certificate 01 WOrkers' Compensation Insurance. or a cerlrtrect copy thereof (Sec. 3800. Labor Code) Z 0 I- 4 U, Z 'U POLICY NO 4 COMPANY Copy Is tiled with the city Cl Certllled copy Is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (INs sectroe need not be completed II the permit Is for one hundred dollars 4100) or less) .0 I certify that in the performance of the work for 0 which this permit OS issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws 01 California NOTICE TO APPLICANT It. after making this Cerrr scare of Exemption. you should become subject IS the Workers Compensation provisions 01 the Labor Code, you must forthwith comply with such provisions or this permIt shall be deemed revoked 0 I hereby affirm that there Is a construction " lending agency for the performance 01 he wOOS to, whrcbtRrs permit Is Issued (Sec 3097. Civil Codet WI Lender's Name -ii L Lender's Address USE BALL POINT PEN ONLY A PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DE(LARATIONS CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 JOB ADDRES______________ AV. ST. RD, NEAREST CROSS ST, DATE F PLIIONf BUSINESS LICENSE # VALUATION PERMIT NUMBER ZONE LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO. — CONTRACTOR CONTRACTORS PHONE u OWNER'S NAME OWNER'SPHONE CON RA 'SADDRESS LICENSE NO PLAN t 0 - - BLDG USE CODE I OWNER'S MAILING I R E S DESIGNER @_J\ LICENSE m STANDARD PLAN # BUILDING SO. FOOTAGE (. DESCRIPTION OF WORK DESIGNER'S ADDRESS ____________________ DESIGNER'S PHONE 1c- .1 h •ui , fw:Io k-4-— —) F/P FLR ELEV. I NO OCCGP EDU ____ STORIES ( YOND - CENSUS TRACT GP LAND USE PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT I TYPE O OAO I FIRE SPR AREA I -74 .1 Y O N 0 0 N CyST v o N Not Valid Unless Machine Certified - QTY. I PLUMBING PERMIT - ISSUE - 1 V / QTY. MECHANICAL PERMIT- ISSUE 3 SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP (7 - .f() - — _j,, INSTALL FURN. DUCTS UP TO 100,000 BTU - - BUILDING PERMIT 01-00-00-8220 ,tS. "O EACH BUILDING SEWER / ,5 OVER 100,000 BTU ., SIGN PERMIT. 01-00-00-8221 EACH WATER HEATER AND/OR VENT bc t BOILER/COMPRESSOR UP TO 3 HP • PLAN CHECK 01-00-00-8806 3 ) O EACH GAS SYSTEM I 104 OUTLETS BOILER/COMPRESSOR 3-15 HP , 'TOTAL PLUMBING 01-00-00-8222 ST'O EACH GAS SYSTEM 5 OR MORE - METAL FIREPLACE - . ELECTRICAL 01-00-00-8223 50 EACH INSTAL,. ALTER, REPAIR WATER PIPE . 3 VENT FAN SINGLE DUCT 0'O - — MECHANICAL 01-00-00-8224 ( EACH VACUUM BREAKER - MECH EXHAUST - HOOD/DUCTS MOBILEHOME 01-00'00-8225 WA.TER'.SI3FTNE'R. '"' RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARK INSP EACH ROOF ORAIN?(NSIDE) - ' , - SOLAR 01-00-00-8226 TOTAL MECHANICAL I - STRONG MOTION 80-92-33-0519 7 TOTAL PLUMBING FIRE SPRINKLERS 01-00-00-8227 CITY. - - - ELECTRIC'AL PERMIT- ISSUE QTY. SOLAR- ISSUE — PUBLIC FACILITIES FEE 32-00-00-8933 BRIDGE FEE NEW CONST LA AMP/SWT.BKR A.-vç . 7. 573 COLLECTORS ' SCHOOL FEE - DISTRICT 1 PH 3 PH , . STORAGE TANKS . Carlsbad LT" 80-92-21-0519 EXIST BLDG EA AMP/SWT781( R ,, -. ROCK STORAGE - Encinitas 80-92-22-0519 1PH , 3 P - PUMP Sao Dieguito 80-92-23-0519 REMODEL'ALTER PER CIRCUIT . PLAN CHECK FEE i ir I San Marcos 80-92-24-0519 TEMP POLE 200 AMPS__,_- OVER200AMPS " - ______ ____________ LICENSE -00-00-8162 _TAX _01 fEMP OCCUPANCY (30 DAYS) ,JUL_27_1q87_- )'D MIFF 8O9257-051 ( - - - ___ . City _of_CARfSBA-D--- CREDIT DEPOSIT TOTAL FEES PAYABLE TOTAL ELECTRICAL T TOT/DVI&OPMENT PROCESINGSEVS. I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions of this * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER I Code shall expire by limitation and become null and void. If the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 50" I authorized by such permit is not commenced within 180 days from the dale of such DEEP AND DEMOLITION OR,ONSTRUCTION OF 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 su STRUCTURES OVER 3STOfI..JfiHE IG HT ISSUED: TO COMPLY WITH ALL CITY, COUN1Y AND STATE LAWS GOVERNING BUILDING CON- abandonedatanytimeaftertheworkiscommencedbraperiod,p*f_ or days. . STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S IGNATIRE , OWNER CONTRACTOR 0 A ROVED BY KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND DATE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE 0 , ,_L,_...a5_rlZ3.~_Z GRANTING OF THIS PERMIT. BY PHONE j_ TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING 0 ROOF El SHEAR FRAME EXTERIOR LATH EXTERIOR INSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO DIPUCO : UNDERGROUND /WASTE WATER TOP OUT El WASTE El WTER TUB AND SHOWER PAN GAS TEST El WATER HEATER 0 SOLAR WATER ELECTRICAL El ELECTRIC UNDERGROUND El LJFFER ROUGH ELECTRIC El, ELECTRIC SERVICE L] TEMPOFARY 0 BONDING El POOL MECHANICAL El DUCT & PLEM., El REF. PIPIN3 HEAT - AIR COND. SYSTEMS -ij+ f4A. o[ VENTILATING SYSTEMS flAil F()R FINAl iN.PFflTlON WHEN ALL APPRJPRIATF / lIM FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS -IAVE, BEEN VED. - •- - FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES - INSPECTION REQ, IF CHECKED INSPE APPR 9R1$ A1E SOILS COMPLIANCE FOUNDATION INSP -. PRIOR TO STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE HELD WELDING BOLTS HIGH STRENGTH SPECIAL MASONRY. - PILES CAISSONS AV City of Carlsbad 1200 ELM, CARLSBAD, CA 92008 . TEL (6197 438-5525 ijress Owner T - L1-'. Mailing ' Address City ZiPy2, ,, q Tel Contractpr / Address - K City Zip Tel. Stale Lic. City S. Classif. Lic. No. COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION LI/J ,2P (.PY 5. 'i 'P, tt "F-- PAIF266 ASSESSORS PARCEL NO. '1C:;.a 18 DESCRIPTION OF WORK 'f /_)/ F4M ti_V /--'J wee-- t—e ? PLAN ID NO. 1/6 v-6i MISCELLANEOUS RECEIPT . •'-' ', MISCELLANEOUS FEE RECEIPT - * PLAN CHECK FEE 01-30-00-8806 VALUATION //fP -a— El DEMOLITION-_- _)I_) V - HOUSE MOVING El — PARKS AND RECREATION FEE El - PUBLIC FACILITIES FEE - SCHOOL FEE - DISTRICT_____________________ - Carlsbad El Encinitas El San Diego - San Marcos_________________________________ CERTIFICATE OF OCCUPANCY— DESIGNER ADDRESS 'IMO 7- 1) (4,tC\ PHONE 7-A'f CONTACTPERSON TOTAL FEE $ WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. Sigoature of Applicant - L I Whit - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 84640 DATE: 7-16-87 PROJECT NAME: ADDRESS: 1351 Pine Ave PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: c-od NUMBER OF UNITS: 1 CONTACT PERSON: E.L. Gei331fltr CONTACT TELEPHONE: 7298771 all deot INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: ______ INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: ______ INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION S PLAN CHECK NUMBER: 34-640 DATE: 71687 PROJECT NAME: ADDRESS: 1351 Pine Ave PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: 8fd NUMBER OF UNITS: 1 CONTACT PERSON:E.L. Geiasinczer CONTACT TELEPHONE: 7298771 all dept INSPECD DATE BY: .7L INSPECTED: APPROVED DISAPPROVED JSPECTED DATE BY: ze-4ovdr , NSPECTED: ? 7/'f'7 APPROV ED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED S 4 1- I,-.- 2 Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Plarvning GOLD: Fire 43? FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 84-640 DATE: 7-16-87 PROJECT NAME: ADDRESS: 1351 Pine Ave PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: sfd NUMBER OF UNITS: CONTACT PERSON: E.L. Geiincer CONTACT TELEPHONE: 729-8771 - 11 dent INSPECTED DATE JUL 24 1987 BY: _________________________ INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: ______ INSPECTED: APPROVED ______ DISAPPROVED Costa Real Municipal Water District COMMENTS: Engineering Department (619) 438-3367 Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire VALIDATION APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD sE 248 ENGINEERING DEPARTMENT 4 3 8 5 4 4 I ISSUED BY - FOR APPLICANT TO FILL IN DATE ISSUED BUILDING ADDRESS I:- OWNER 1 — r•i /../ . MAILING j / LATERAL CHAl3GECOMIJTATION CONTRACTOR STANDARD 4" (Max. H. 30', V. 10') OVER 30 H. _____ ______FT. CONTRACTOR'S ______________________________ OVER 10' V. _____ _____ FT. ADDRESS STANDARD 6" (Max. H. 30', V. 10') OVER 30' H.______ _______•FT. NEW BUILDING EXISTING BUILDING ; OVER 10'V.-@- FT. LEGAL DESCRIPTION I ' '' I '- .V TOTAL CONSTRUCTION COST r / • j• / ' " " " • SERVICE CHARGE (REPAVING ETC.)'_- - /' •' "1 / "we, I _L. / + TOTAL LATE F AL CHARGE REMARKS: LINE COST DATA / ASSESSMENT DIST. NO.— FRONTAGE-COST PER FT. ______TOTAL OTHER LATERAL LOCATION I / CONNECTION FEEJf) (I,' NO. UNITS COST PER UNIT —TOTAL- PUMP STATION FEES_---' NO. UNITS. —CCST PER UNIT TOTAL ST. TOTAL CHARGES (LATERAL ETC.) LATERAL NO. INSTALLATION DA WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: // 3/i/p~ DPLCANT <opIcTIQ JURISDICTION: 0 PLAN CHECKER PLAN CHECK NO: 0 FILE COPY 0 UPS 0 DESI3NER PROJECT ADDRESS: The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. [=1 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. -. The applicant's copy of the check list has been sent -to: Esgil staff didnot advise the applicant contact person that plan check has been completed. J Esgil staff did advise applicant that the plan check has been completed. Person contacted:_________________________ Date contacted:Telephone REMARKS: BY: ENCL: IL CORPORATION Form 31584 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: "''& '" APPLICANT PLAN CHECKER FILE COPY 0 ui's DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list arp 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. 0 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. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone #___________ P P M A P S • ,zj ,h_11 ,'.s A BY :--- ENC L:____________ ESGI\L CORPORATION Form 31584 o APPLICANT COPY O CITY COPY C3 PLAN CHECKER COPY Citp of Carldab fA/Z JURIscTXON: DAT!___________ PROJECT ADDRESSz_______________________________ TO: Submit fully dimensioned plot plan drawn to scala showing location 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 a / all corners. Sec. 302(b)?. Indicate distance from center-line of Street or alley to property line and distance from curh to property line. Sec. 302(b)7 Plans. specifications and calculations shall / be signed by a California State licensed engineer or architect. (California Buainee* and Professions Code) B. FIR? PROTECTION 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) 1J 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 30 setback area from the property line. Sec. 1710 I'. Show location of permanently wir= Z~. detector. Sec. 12105 i4) 3 C. ROOM SIZES, LICRT, VENTILATIONS AND GLAZING 455< Ono room must contain a minimum of 150 square / feet of superficial floor area. Sec. 1207(b) Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Sec. 1207(b) 21. Openable window area must be 1/20 of the floor area and a minimum of S square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.3 sq.ft. (S.c.1203(a) 29 One-half of all required window area must be oPenable in 4#d' '. ro w .O\?E) ? Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartment., 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 height for habitable rooms is a minimum of 7. Sec. 12&7(a) IF o eu- \..-1 lWô) '\) I \ ' C-Cr\) SQ Ofj Tb Ff VrP Q'm-z. S 'i-t1 j PLAN CORRECTION SWEEt' SINGLE PUtY AND DUPLEX DWELLINGS Plan Check No._______________________________ Date plans received by jurisdiction Date plans received by plan chocker/vev Date initial plan check complet (CXV byf FOREWORD: PLEASE READ Tel. (6t 601442) Plan check is limited to technical r.quirements 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 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. 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. 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: 2. 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 at the plans. Sec. 302(b) ,. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient in Afi7nq'_4- 3y"Show ceiling height for laundry rooms, d hallways, corridors, and bathrooms is a minimum of 7'0". 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 purposes, unless complying as an efficiency living unit. Sec. 1208 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)(g) 8 sleeping rooms shall have a window exterior door for emergenc exit Sill 7tleast =5.7square ccc 4 above the floor. e an 0 enable area of feet wit he min.mum opena an e minimum openable height 24". Sec. 1204 Eaves and 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) 74'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 651 of the long side open to the room below. 5.4'. The loft you show does not comply as a ' mezzanine floor and is. by Building Code definition, a story___________________________ D. EXITS, STAIRWAYS, AND RAILINGS 54 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 6'-8" in height, and shall be capable of opening at least 90 degrees. Sec. 3303(e) y1 Provide 36" high protective railing for f porches, balconies, and open sides of landings. Maximum opening between railings shall be less than 9". Sec. 1716 Show how guardrail connection details are I adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-a XProvide stairway and landing details. Sec. 3305(b) & (C) Maximum rise 8" and minimum run is 9". Minimum head room is 6'-6". Minimum width is 30". shall satisfy the following: 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" bet ween the wall and the handrail. 2" in cross-sectional dimension. 7 The hand grip portion of handrail shall be not less than 1 1/4" nor more than 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) 5,2< 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 dour 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 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. C. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) (see attached) 5/. 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) 5/. Provide I.C.B.O. Reasearch Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building oeparcment 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- y. An exit balcony with 2 separated /tairwaYs is exempt. Sec. 3305 Exterior stairways shall not project into the 3 foot setback from the property lines. Sec. 3305(n) Cd The walls and soffLts of th~ ')_-clo.ed useable J space under interior stairs shall be protected un on ..he enclosed side as required for one hour fire-resistive construction. Sec. 3305(m) Minimum construction specifications shall be made a part of the approved plans. (See attached) Show I 3/8" solid core self-closing door I' for openings between garage and dwelling. ySec. 503(d) Garages are not permitted to open into a room used for sleeping purposes. Sec. 1104 L1. Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 B. ROOFING / Specify roof pitch. Roof pitch is not adequate for roof type specified. Specify minimum pitch of__________ 72 /materals not covered in USC. 52eX C' Specify t.C.B.O. approval number fo= 015rr Specify roof material and applicati Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) Show roof drains and overflows. Sec. 3207(a) /Provide skylight details to show compliance with Sections 3401 and 5207 or provide 1C30 approval number. 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 1.12 to 1 or 2'8". table 24-I 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 (q). L9. Provide 18" raised platforms for any FAIl, / water heater, or any other device which may generate a flame or spark. \ I . Note that continuous fire wall protection Shall be installed behind raised pLatform(s) prior to framing platform. FOUNDATION REQUIREMENTS 19. Note on plans that"A soils engineer shall eva.Luate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction". Sec.306(a)12. 20 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 21. Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 22. The foundation plan does not comply with the soil report recommendation for this project_____________________________________ 23. Provide notes on the foundation plan listing the soils report recommendations for foundations. slab and building pad preparation. 24. Note on the foundation plan that "Prior to the Contractor requesting a Building 'JI 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." 25. 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 Provide plastic roof panel details to show 7 compliance with Section 5206 or provide ICBO number. 71 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) B. 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 that cleanout openings shall beprovided 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 9/. 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. 9/. Note that special inspection of the masonry / will be required for___________________________ G. ,ARAGE AND CARPORTS 7(.Garaqe requires one-hour fire protection on the garage side of wells and ceilings yommon to the dwelling. Table 5-8Sec.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 USC. Table 43-A, or be minimum 6" dimension beam and minimum 8 by B" post. 13/ Show height of all foundation walls. Chapter 23 Show height of retained earth on all foundation walls. Chapter Z3 Show distance of foundation to edge of / cut or fill slopes and show steepness and / heights of cuts and fills. Chapter 29 '9. Note on plans that wood shall be 6' above / finish grade. Sec. 2417(c) 7. Note 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 BELOW NUMBER THICKNESS OF OF OF NATURAl. OF FOUNDATION WALL FOOTING FOOTING SURFACE STORIES (inches) (Inches) (Indies) OF GROUND AND FINISH UNIT GRACE CONCRETE MASONRY (Ilidiuil 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 lØ Note cross bridging or blocking. Floor / joists and rafter, more than 12' in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506(g) Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Sec. 2506(g) 154'. 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 .parallel with the joists. Sec. 2519(d) 5 Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. Sec. 2518(h) lyf'. Show rafter purlin braces to be not Less than 45 degrees to the horizontal. /Sec. 2518(h) 154'. 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.. (tli)Provide fire stons between stories between NOTES: top story and roof space, at ceilings K Where unusual conditioun or frost conditions are found. footings and and floor levels in interior and exterior foundations shalt be as required in Section 2907a. waLls, in mansard roof or eyebrow so no The ground under the floor may be excavated to the elevation of the concealed or furred space is greater than top of the footing. 1O horizontally or vertically, between stair stringers at top and bottom and Show foundation sills to be pressure treated, . between studs along and in line with or equal. Sec. 2517(c) 3. stair run adjoining stud walls and partitions at perimeter of sliding door pockets, Show foundation bolt size and spacj.ng between chimney and wood frame using metal Sec. 2907(e) or incombustibLes for the fire stop and at other places that could afford passage . Specify size. ZCSO number and manufacture of flame. Sec. 2517(f) power driven pins. Show edge and end of 1/ Show stud s,,ze and spacing. Maximum allow- distance and spacing. Sec. 306(f) 13 Show size, imbedznent and location of hold ~VR able stud heights: 2'x4'3 16' is 14': 3x4&2X6'@ 16'o.c. is 20'. Sec. 2518(g)2 down anchors on foundation plan. Sec. 23 Note an A.I.T.C. Certificate of Compliance Note on plan that hold down anchors must for glued Laminated wood members shall be tied in place prior to foundation s.nsp be given to the Building Inspector prior Sec. 2312(f) to erection. Sec.. 306(f) yl. Show adequate footings under all shear Detail all post to beam and post to footing walls. Sec. 2311(e) connections. Sec. 2517(c) 4 Show stepped footings for slopes steeper than 1:10. Sec. 2907(c) y(. Specify nail size and spacing for all shear walls, floor and roof diaphragms. 4, Show minimum 18' clearance from grade to Indicate required blocking. Maintain bottom of floor joists and minimum 12' maximum diaphragm dimension ratios. clearance to bottom of girders. Sec. 2517 (Tables I,J,K). l/. Show pier size, spacing and depth into 17/ undisturbed soil. Table 29-A 1/I. Show minimum under floor access of 18"x 24. Sec. 2517 1/2. 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 160 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-I) Show wall bracing. Every exterior wood / stud 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 Section 302(a) 7 ,Ø. In areas subject to water splash and in 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 Show 3x4' or 2'x6 studs in first story of three story building. Sec. 2518(f) Provide truss details and truss calculations. Provide roof framing plan. Sec. 302(a)7 Provide framing sections through_____________ Section 302(a) 7 Specify all header sizes for opening over 4' wide. Sec. 2518(g) 7 Provide calculations for_______________________ Show location of attic access with minimun Show access to the attic or under floor ize 22" x 30'. Sec. 3205 furnace to be minimum 30 inches by 30 /4. s Show draft separation for attic areas Sec. 708 709 UMC Note that passageway to the attic furnace in excess of 3,000 sq.ft. Sec. 3205 shall be unobstructed and have continuous 1J4. Show draft separation for space between solid flooring not less than 24 inches dropped ceilings and floor above in excess wide. Sec 708 UMC of 1,000 sq.ft. Sec. 2517 3X '. Show permanent electrical outlet and Specify plywood grade and panel indenti- lighting fi.'ture controlled by a switch fication index. Fable 25-J for the attic furnace. Sac. 708 UMC 14. When roof pitch is less than 3:12. design 3X(. Show details to comply with Section 709 - ridge as a oeam. Sac. 2518 (h) for furnace under the floor, Section 708 or dcuj.G Lugnace, or accr_sun liv LUS Wood shear walls shall not be used to roof or outside furnace. resist horizontal forces contributed by Note on plan, gas vents and non-combustible masonry in buildings over one story in ,, P. piping passing through three floors or height. Sec. 2516(b) less shall be effectively draft stopped Gypsum lath and plaster, gypsum sheathing at each floor or ceiling. UBC Sec. 1706(a)6 board and gypsum wallboard shall not be used in vertical diaphragms to resist K. ELECTRICAL (National Electrical Code) forces imposed by masonry or concrete All wiring shall comply with the National Electrical construction. Table 471 Code. If cripple wall studs are less than 14", framing shall be solid blocking. Sec.2518(g)6 2 . Note on the plan the amperage of electrical service. 1. Cripple wall studs exceeding 4 feet in If the electrical installation is more height shall be 3 inch by 4 inch or 2 than 200 amperes, show panel location inches by 6 inches when supporting 2 stories and provide a single line diagram and Sec. 2518(g)6 load calculations including: )4. Show plywood sheathing over exposed eaves, Wiring method employed. Sizes switches of all conductors, , or other weather exposed areas, is exterior " grade. Sec. 2517(g) 3 circuit breakers, fuses, and conduits. C. Approximate length of service feeders. Show a weep screed at the foundation plate Provide plot plan showing services, line on all exterior stud walls to be all panel locations, circuit arrangement stuccoed. Sec. 4706(e) and load distribution on panel busses. 4. Provide an approved waterproof building Provide typical panel schedule(s). paper under wood siding. Sec. 1701(a) j7. Dwellings require minimum 100 amp service. Specify an approved flashing for exterior 2 Show location of all electrical receptacles. and parapet walls. Sec. 3208 Show corridor width to be minimum 36". . 7 Electrical receptacle locations and/or spacing is not adequate in tahjyoF r.CT1Z. Sec. 3304(b) Specify truss layout for 30" x 30" attic At least one receptacle shall be installed outdoors, in basements and attached garages, / access, Ridges, hips, and valleys shall be at other than laundry outlets. Art. 210-25(b) least one size larger than supported rafters. Sec. 2518(h) ,i< Show minimum dwelling lighting (NEC 19 Provide metal straps across ridge beam Art. 210-26(a) and GF±'S in garage, baths and outdoors. NEC Art. 210-8(a). and rafters. ,3.2-1 Note "UFER" ground to be provided (NEC). J. MECHANICAL Art. 250-81 All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. L. PLUMBING (Uniform Plumbing Code) Show the size, location and type of all heating and cooling appliances or systems. All plumbing shall comply with the Unifrom Plumbing Code. Show source of combustion air for furnace will comply with Chaper 6, U.M.C. Show water heater size, type and location on plans. Every dwelling unit shall be provided with Show method of providing combustion air heating facilities capable of maintain- ing a room temperature of 70 F. at 3 to fuel burning water heater. Sec. 1307 feet above the floor in all habitable 2,fi( Fuel combustion water heater shall not be rooms. Show basis for compliance. UBC installed in bath or bedroom or in a closet Sec. 1211 opening into bath or bedroom. Sec. 1309 Show minimum 30" deep unobstructed working }~''. provide adequate barrier to protect water space in front of furnace, heater from vehicle damage. Sec. 13'10 20 Note on plans,clearances to be per manufac- turers listing. Sec. 704 UMC show 3*'. Show F and P valve on water heater and route of discharge line to exterior Furnace shall not be installed under any Sec. 1007(e) stairway. Sec. 704 UMC Provide dryer vent to outside. UMC Furnace shall not be installed in any Sec. 1903 bedroom, bathroom, closet, or in confined 24 . Note on the plan that hose bibbs and lawn space with access only through such room, sprinkler systems shall have approved unless specified as direct vent appliance, backflow prevention devices. Sec. 1003 enclosed furnace or electric heating appliance. Shower stall shall accomodate a 30'circle Sec. 704 UMC ,344 and have a minimum floor area of 900 sq.in. Show IC3O approval for prefab fireplace UPC 909(d) and provide approved installation instructions at job site. /MOtSE rlSUtXTtCN (OUPt.EXZZ) Show 46tatis of duplex rosmoon partyP w3113 and floor. :siLina issumolies to aCntdve .3 Sound 3fliL31iOfl .ss S) rattnq in wlLi t Ot fl .ctl3l'i .)nd 3-St Impact lnnulaei.olt Class ICl) roring on etour. / ceiling of 50 U..ci.hiea. Title 23 .~L. Show now penetration of us.emlias for ' piping. electrical devices. recessed csDies. bathtubs. soffits. or tuting v.ntilatl.Stq. or exhaust ducts shalt be sealed. Lined. Or insulated to maintain required sound / transmission racing. Title 25 Provide insulation in WaLLS d COLL'Aq 2. to acnieve STC of 50 between garage and Li utq scum if garage use is not controlled by resident Title 23. I. lCY COIISERVAT!ON, Please -Read New State Mandated Regulations (Calif. Admin. Cod.) became effective June 16. 1983 and require that the design satisfy one of the alternative energy package, (see attached package. A. S. C. 1, 2. 3, 4 and AS 163). The law also requires that many mandatory cons..rvation items be satisfied. is in Zone7 Copies of the Residential Energy Conservation Manual may be obtained from: Publications Unit, California Energy Commission, 1111 How* Ave I-50. Sacramento. California 95825, (1,1. (916) 920-6216)). California Building Officials also maintain a telephone 'hotlin.' between 10:00 A.M. and Moon and 1:00 P.M. to 4:00 P.X. at (916) 456-3823. 27 • Show on the title sheet of the plans. the alternative energy package that was selected i.e. A. B. C. 1, 2. 3. 4 or AS 163 to show compliance, and provide calculations and other data, appropriat. to that selected package. 27 • The responsible designer should sign a statement, on the elan title sheet. Dhe design submitted substantially conforms to the Energy Regulations for Residential Buildings'. 74. Show the R value for the walls and ceiling and related areas. 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. 27f. Note doors and windows, including skylights, between conditioned and non-conditioned space shall be fully weatherstripped. 278 Note on the framing plan that weather- stripping, caulking or sealants must be used to limit filtration in the building envelope at the following locations: Exterior joints around windows and door frames: between wall sole plates and floor.. and u,.twwen exterior waii paneks: penetrations in walls, ceilings, and floors for plumbing, electricity, and gas lines; openings in attic floors; and all other openings in the building J envelope. Note that doors and windows to be certified I and laoeled as complying with the Energy Regulations. 0. Mote fans exhausting air to have back draft dampers. 28). 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 Light'. 28 . Note ducts shall comply with Chapter 10. 1976 UNC and shall be tightly sealed with mastic or tape. 28 . Note at the water heater location water heater to have wrap of R-12 external insulation'. 2$ Note, where water heater is in unconditioned space, the first five feet of outlet pipe to have R-3 wrap. 23.(. Nato all circulating hot water pipes 7 in unconditioned spaces shall be insulated. 28 . Note that all gas fired heating and cooling appliances, showers and faucets shall comply with the Energy Efficiency j Standards. 30. Show, at bath and kitcher, that the ../ general lighting shall have an efficiency of not less than 25 luaers per watt i... florescent. P Note that heating or cooling systems (except heat pumps) shall have an suttic thermostat with mechanism which can be manually programmed to automatically set back the thermostat set points for at least two periods within 24 hours. 2$ . Show the size, type and Location of the space heating (or cooling) system and provide energy calculations if the output BTU/Hr. exceeds 43.000 8fli/Hr. output — and model for P*U and water heater are an State approved list. Outdoor pools witn fossil fuel heaters require pool covers as we-il as other energy saving devicis such as ti.me ciocxa. etO. .20-L406 2.:. MISCELLANEOUS Show a minimum 2 air space and flashing ' between planter and buil&.ng wall,. Sec. 2517(e) - /2 ' Specify material to be used under the shower tile. Sec. 1707(a 3. Specify lath and plaster to comply with Chapter 47, USC. 0 . Two 3/4' copper pipes must be installed from water heater Location to convenient Location of future solar panels (City Ord.) Provide sleeves (roof jacks) in roof for / two future 3/4' copper pipes to ci.nvenient location of future solar ;anal, (City Ord.) Note :.nat solar water Diping is to be insulated in areas that are not heated or cooled. (City Ord.) 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: ilding plans require major corrections and omplete plan recheck, by plan check engineer, is required. By: - Date: If you have any qu.etiors regarding this pl check, pleas. call at (c/J5.o /4 6 A-. we would also be pleased to meet with you, at no charge, if additional assistance is needed. Datei_____ Jurisdiction - Prepared by Bldg. Dept. VALUATIONANDPLANCHECKFEE Q Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT C//f?/3 PHONE NO. BUILDING OCCUPANCY ,3,/1 DESIGNER PHONE_____________ TYPE OF CONSTRUCTION i/-1 CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 2OS3 00 /Z4O Zl- -7y74 /.oO Air Conditioning - Commercial 2.80 Residential 2.40 Res. or Comm. Fire Sprinklers 1.50 Total Value Fee Adjusted To Reflect o Ehergy Regulations (Fee x lkJ4' OHaridicapped Regulations (Fe'x 1.065) Building Permit Fee. $ Plan Check Fee 333I/0 COMMENTS: 8/4/8 2 PLAN CHECK NUMBER _____ ADDRESS / J DATE___________ PLANNING: TYPE OF STRUCTURE ___- ZONE:____________ SCHOOL FEES: SAN DIEGUITO ENC[NITAS____________________ CARLSBAD 1Qt- SAN MARCOS_____________________ % COVERAGE BUILDING HEIGHT FENCES! WALLS________________________ TWO CAR GARAGE______________________________ COMMENTS: REQUIRED SETBACKS_______________ FRONT SIDE ff 0L REAR ~v REDEVELOPMENT APPROVAL REQUIRED:________________________________________________ LU- ----- -- -- LANDSCAPE PLAN COMMENTS:____________ ENVIRONMENTAL REQUIRED: ADDITIONAL COMMENTS OK TO ISSUE:_____ DATE:fl..AP!6U7 OK TO FrNAL: DATE:______________ PI'S ENGINEERING ' . ' LEGAL DESCRIPTION VERIFIED? A.P.N. CHECKE2 I P.F.F.JEW't'/A27 PARK IN LIEU -'igs —,' R.O.W: IMPROVEMENTS - E.D.U: T SEWER: LATERAL: DRIVEWAY: .z/' GRADING PERMIT: / ")A,2/C4 DRAINAGE: t#d i4(j P#77YrI EASEMENTS: Ao-J ADDITIONAL COMMENTS: 1/ Lu 47 (JJ cr uj OK TO ISSUE: • DATE: ' * ENGINEERING INSfPTIOJUIRED:/ PUBLIC WORKS IMSPECR: FINAL OK: DATE: * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) B4 BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 5540 RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 December 9, 1982 PHILIP HENKING BENTON PRESIDENT . CIVIL ENGINEER TELEPHONE (714) 565.1955 Mr. George Geissinger 2368 Spruce Street Carlsbad, California 92006 Subject: Project No. 82-11-24F Soils Investigation Proposed Residence 1345 Pine Avenue Carlsbad, California Dear Mr. Geissinger: This is to report the results of a soils investigation conducted for a proposed residence at 1345 Pine Avenue in Carlsbad, California. The objectives of the investigation were to determine the existing soil conditions and to conduct sufficient laboratory tests in order to present recommendations for foundation design. One boring was drilled 24 inches in diameter to a depth of 10.0 feet below the existing ground surface and undisturbed samples were obtained at frequent intervals in the soils ahead of the drilling. The soils encountered in the baring were classified using the field identification procedures of the Unified Soil Classification Chart and the log of the soil conditions is presented as follows: Approximate Depth Below Location Existing Ground of Boring Surface in Feet Soil Description Center of U- 0 - 6.5 Brown clayey fine sand (slightly moist, medium shaped driveway, loose to 2.3 feet, then very compact, compact 50 feet southeasterly between 4.5 and 6.5 feet) of edge of asphalt pavement on Pine 6.5 8.5 Yellow brown slightly clayey fine to medium sand Avenue (moist, very compact) 8.5 - 10.0 Light brown silty fine to medium sand with slight clay binder (moist, very compact) Mr. George Geissinger -2- December 9, 1982 Project No. 82-11-24F Laboratory Tests Laboratory tests were performed on all undisturbed samples in order to determine the dry density and moisture content. The results of these tests together with the drive energy required to force the sampling tube 12 inches into the soils are presented as follows: Depth of Sample Below Existing Ground Drive Field Dry Surface Energy Moisture Density in Feet Ft.Kipsflt. % dry wt lb/cu ft 2.0 6.1 5.2 96.3 4.0 24.5 7.3 116.4 6.0 10.2 9.0 108.2 10.0 18.4 10.9 120.7 An expansion test was conducted on a sample of the clayey fine sand obtained at a depth of 2.0 feet. The sample was air-dried for a period of 48 hours and then allowed to saturated under a unit load of 500 pounds per square foot. The test resulted in zero expansion. Consolidation tests were performed on representative samples in order to determine the load- settlement characteristics of the soils and the results of these tests are presented graphically on the attached Drawing No. 1 entitled 'Consolidation Curves." Direct shear tests were performed on selected undisturbed samples of the soils that were allowed to saturate and drain prior to testing. The results of these tests are presented as follows: Angle of Normal Shearing Internal Apparent Depth of Sample Load in Resistance Friction Cohesion in Feet, Kips/sq ft kips/sq ft Degrees lb/sq ft 2.0, 0.5 0.55 25.5 310 1.0 0.90 2.0 1.27 Recommendations The upper medium loose clayey fine sand has a relatively high percent of consolidation when allowed to saturate under relatively small unit loads as evidenced by the results of the load-consolidation test shown on Drawing No. 1. It Is therefore recommended that footings be deepened through these BENTON ENGINEERING, INC. Mr. George Geissinger -3- December 9, 1982 Project No. 82-11-24F upper medium loose compressible soils and be founded in the underlying very compact clayey fine sand encountered at a depth of 2.3 feet. Footings at least one foot in width and founded in the very compact clayey fine sand soils may be designed using an ollowcble bearing value of 1600 pounds per square foot. This value is for dead plus live loads and may be increasedone-third for combined dead, live, wind and seismic loadings. The settlement of a one-foot wide continuous footing designed as recommended and supporting a uniform load of 1600 pounds per lineal foot is estimated to be less than 1/8 inch. The result of the expansion test-conducted on the upper clayey fine sand soil indicates that this soil would be considered to be nonexpansive with respect to volumetric change with change in moisture content. Therefore, special design and precautions for expansive soil conditions will not be required. Respectfully submitted, BENTON ENGINEERING, INC. R.C. Remer Reviewed by —Philip H. I / ) 'ni, Civil Engineer- RCE No. 10332 Distribution: (3) Addressee RCR/PHB/j er BENTON ENGINEERING. INC. 'V CONSOLIDATION CURVES LOAD IN KIPS PER SQUARE FOOT 0.2 0.4 0.6 0.8 I 2 4 6 8 10 16 0 2 3 4 5 U) U) ILl z 6 0 I Iii -J a. 4 cn 8 u- 0 I- z ILl C) Ui a. 10 2 0 I- 4 0 -J 0 U) z o 1 C) 2 3 4 IlIllIlUflhll I I I I 1 Boring: 1 Sample: 1 Depth: 2' Boring: 1 Sample: 3 Depth: 6' 0 INDICATES PERCENT CONSOLIDATION AT FIELD MOISTURE do INDICATES PERCENT CONSOLIDATION AFTER SATURATION PROJECT NO. DRAWING NO 82-11-24F I BENTON ENGINEERING INC. ATTENTION PROPERTY OWNER:. An "owner-builder" building permit has been applied for In your name and bearing your signature. Please complete and return this information in the envelope provided at your earliest opportunity to avoldunnecessary. delay In processing and issuing your building permit. No building permit will be issued until this verification is received. 1 personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) I (have/have not) signed the application for a building permit. I have contracted with the following person (firm) to provide the proposed construction. Name Phone Address Contractors License No. City I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work. Name Phone Address Contractors License No. City I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Number !!~c'F—'7V 6 90 Date: 3 - ,- EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE AND FURNISH A CERTIFICATE OF WORKMAN'S COMPENSATION TO THE CITY OF CARLSBAD. I Initials COP DEVELOPMENTAL 1200 ELM AVENUE SERVICES CARLSBAD, f7WALIF01N1A 92008-1989 BUILDING DEPARTMENT (619) 438-t525 Citp of Car1bab. Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner-builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by the property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City of Carlsbad. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and pro- tection. If you employ or otherwise engage any persons other than your immediate family, and the work (including material and other costs) is $200 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an - employer. If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment contributions. There may be financial risks for you if you do not carry out these obligations and these risks are especially serious with respect to workers' compensatTon insurance. For specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner-builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed -'by property owners unless they are performing their own work personally. Informa- tion about licensed contractors may be obtained by contacting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA 95814. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER-BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTIL THE VERIFICATION IS RETURNED. Very truly yours, Building Department City of Carlsbad - - -- - - - - ----- - __._-i--__'-_-_---J-- - - -- - / J -'X-f t 'I Tb L. 1J4jW FI '1 i j4Z - C, 9 - -lxv CLEARED JUL 271987 City o CARL*BA DEVELOPMENT PROCESSING SERVS. 'I