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Home My WebLink About2094 LINDA LN; ; 85-743; Permita) 3p USE BALL POINT PEN ONLY & PRESS' HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT Carlsbad, California 92008-1989 (619) 438-5525 APPLICATION PERMIT J08 ADDRESS AV RD. NEAREST CROSS ST- çq DATE OF APPLICATION ____ BUSINESS LICENSE # \S VALUATION 44 ZONE PERMIT NUMBER LOT i BLOCK SUBDIVISION ASSESSOR PARCEL NO CONTRACTOR Ev6I4.JO CONTRACTORS PHONE — OWNER S NAME OWNERS PHONE It J ONTRACTORSADDRESS LICENSE NO. PLAN ID.# BUILDING SO. FOOTAGE OWNE R'S MAILING ADDRESS - d9NIPS' —C~ADV CE DESIGNER 3 -m AO 1l DESIGNERS PHONE ,. - - ... 2/2I/6716 Not Valid Up/ens Machine Certified - DESCRIPTION OF WORK DESIGNER'S ADDRESS 4!R))e LICENSE NO, - YENC NO ST IES OCCGP EDU CENSUS TRACT - OP LAND USE - PARKING SPACE 57 RES UNITS GRADING PERMIT ISSUED Y 0 REDEVELOPMENT AREA 0 TYPE CONST \/.e. f\J DCC LOAD FIRE SPR vU Nfl CITY. . PLUMBING PERMIT- ISSUE CITY. MECHANICAL PERMIT - ISSUE 3 — SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP@ . INSTALL FURN. DUCTS UP TO 100,000 BTU L4 BUILDING PERMIT 001-810-00-00-8220 5 c5 EACH BUILDING SEWER ' OVER 100,000 BTU - SIGN PERMIT , 001-810-00-00-8221 EACH WATER HEATER AND/OR VENT - 5t BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8806 c, EACH GAS SYSTEM I TO 4 OUTLETS - BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 001-810-00-00-8222 — EACH GAS SYSTEM 5 OR MORE - METAL FIREPLACE ,3 - - — ' ELECTRICAL 001-810-00-00-8223 — EACHINSTAL.,ALTER,REPAIRWATERPIPE - VENT FAN SINGLE DUCT ..-- MECHANICAL 001-810-00-00-8224 1 _•7'_- EACH VACUUM BREAKER - MECHEXHAUST -HOOD/DUCTS - MOBILEHOME 001-810-00-00-8225 WATERSOFTNER ", . RELOCATION OF EA FURNACE/HEATER MOBILEHOMEPARKINSP EACH ROOF DRAIN (INSIDE) -T-'_e4)., SOLAR 001-810-00-00-8226 TOTf -1ECHNlCAL = - STRONG MOTION 880-519-92-33 TOTAL PLUMBING L4 - FIRE SPRINKLERS 001- 810-00-00-8227 CITY. ELECTRICAL PERMIT - ISSUE QTY. SOLAR -ISSUE , PUBLIC FACILITIES FEE 332-810-00-00-8930 NEW CONSTEAAMP/SWT,IBKR \---f - COLLECTORS - SCHOOLFEE -DISTRICT - I PH 3 PH ' STORAGE TANKS - Carlsbad EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE .t'c")- EnCinitas 1 PH 3 PH' . PUMP K_ a - SanDieguito REMODEL,'ALTER PER CIRCUIT PLANCHECKFEE _ - SanMarcos TEMPPOLE200AMPS — OVER_200AM . "\_\ ...LICENSE TAX 001-810-00-00-8162 - _qv TEMP OCCUPANCY 130 DAYS) ' 880-519-92-57 — CREDIT DEPOSIT (3cr_g_s) TOTAL ELECTRICAL _...— TOTAL SOLAR TOTAL FEESPAYABLE _ I HAVE CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT AND DO HEREBY __E_plratlon_Everyperml*heBuI)d op Official under the provisions of this * AN OSHA pMM1T IS REQUIRED FOR EXCAVATNS OVER GERTiFY UNDER PENALTY OF PERJURY THAF ALL INFORMATION HEREON INCLUDING THE de -- -'. , A If the building or work 5' 6 DEEP AND DEMOLITOON OR CONISTRUCTOON OF authorized by such permit is not commencea within 180 days from the date of Such DECLARATIONS ARE TRUE AND CORRECT AND I FUPTFICI4 CERTIFY AND AGREE IF A PERMIT IL permit, or if the building or work authorized by sucH rmlI is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY,. COON) Y AND STATE LAWS GOVERNING BUILDING CON abandoned at any time after the work-is commenceDlossperiodof180dayo. __________________________________________________________ STRUOTLON WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND pp A PROVED BY DATE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND A LICANT S GNATURE * OWNER CONTRACTOE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE e BY GRANTING OF THIS PERMIT PHON 0 I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In I full force and effect. L Lic. No. ________________ Class 0 U- I hereby affirm that I am exempt from the Contrac- or'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 in licensed puissant to the provisions of the Contractors License Law Chapter 9 commencing with Section 7000 01 Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the allegro exemption. Any violation of Section 7031,5 by an applicant for a permit sub- jects the applicant to a civil penalty of not more than five hun- dred dollars ($SOO). cc o I. as owner of the property, army employees with wages LU as their sole compensation, will do the work, and the struc- ture is not intended or offered for sale (Sec. 7044, Business _J and Professions Code: The Contractor's License Law does S not appfy to an owner 01 property who builds or improves thereon and who dens such work himself on through his own employees, provided that such improvements are not intend- Ui ed or offered for sale, If, however, the building or improve- Z ment is sold within one year at completion, the owner-builder will have the burden of proving that. he did not build or im- prove for the purpose of sale), I, as owner of the property, am exclusively contracting with licensed contractors 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). 0 As a homeowner lam improving my home, and the follow- ing conditions exist: The work is being performed prior to sale. I have lined in my home for twelve months prior to Completion of this work. I have not claimed this exemption during the foot three years.- 0 lam exempt under Sec. __________________ , B A P.C. for this reason I hereby affirm that I have a Certificate of consent to self-insure, or certificate 01 Workers Compensation In. svrance. via certified copy thereof (Sec. 3800, Labor Code) POLICY NO, Z COMPANY Copy is filed with the City Certified copy is hereby fuee'h UJ kr° CERTIFICATE OF EEtPTION FROM 0 WORKERS' COMPENgATION INSURANCE (I) (This section need not b4 completed it the permit Ix is for one hundred dollars (0100) or less) LU cc El I certify that in the performance 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' Compen- sation Lows 01 California. NOTICE TO APPLICANT: It, otter making this Certificate 01 Exemption. you should become subject to the Workers' Compensat ion provisions of the Labor Code, you must forthwith .comply with such provisiohs.or this permit shall be deemed revoked. I. [" .El I hereby affirm that there is a construction lending agency for the performance at the work for which this per-11161 01 mit is issued (Sec. 3097, Civil Code) ZI WI Lender's Name 1I L Leader's Address________________________________ TYPE I DATE INSPECTOR BUILDING FOUNDATION I REINFORCED STEEL I MASONRY GUNITE OR GROUT SUB FRAME El F69 El CEILING SHEATHING "'ROOF El SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH DRYWALL I -& PLUMBING El SEWER AND BL/Cg7 El P4./Co UNDERGROUND EIASTE El WATER TOP OUT D-V7A_STFj El WATER TUB AND SHOWER GAS TEST El WATER HEATER El SOLAR W4\TEJR ELECTRICAL El ELECTRIC UNDERGROUND E4UFFER ROUGH ELECTRIC I LI ELECTRIC SERVICE erTEMPORARY LI BONDING El POOL MECHANICAL El DUCT & PLEM., El REF. PIPI:NG HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE-BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDI NG SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES - INSPE CTIO . REQ. IF CHECKED INSPECTORS APPROVAL DA - SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI - .. / . CONCRETE PRESTRESSED '- 1 CONCRETE POST TENSIONED FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY. PILES CAISSONS FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-743 DATE: 10-8-86 PROJECT NAME: 2094 Linda Lane ADDRESS: PROJECT NO.: __________________ UNIT NUMBER: __________________ PHASE NO.: TYPE OF UNIT: SF0 NUMBER OF UNITS: 1 CONTACT PERSON: Ron Severisa CONTACT TELEPHONE: 729-6849 all departments INSPECTED DATE BY: ALI INSPECTED://,4 ' APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______14? INSPECTED: ___________ APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED COMMENTS C,k / SIDE y,qa 0 AD /fri' ,4} Hb Rev. 1/86 WHITE: Suspense REEN: Engineering ARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-743 DATE: 10886 PROJECT NAME: ADDRESS: 2094 Linda Lane -ZO 4. PROJECT NO.: __________________ UNIT NUMBER: __________________ PHASE NO.: iLlTi EMAI TYPE OF UNIT: SFD NUMBER OF UNITS: 1 D1TE1VANC'r c5) CONTACT PERSON Ron Severisa CONTACT TELEPHONE: 729-6849 all departments - INSPECTED DATE BY: ________________________ INSPECTED: 4'& APPROVED DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: tha'tL 1 d1 Rev. 1/86 WHITE: Suspense GREEN: Enginee RY:Util-NK: Planning GOLD: Fire FINAl. BUILDING INSPECTION 85-743 10-8-86 w PLAN-CHECK:NUMBER: _____________________________________ DATE: PROJECT NAME: 2094 Linda Lane ADDRESS: PROJECT NO;: _________________ UNIT NUMBER: ________________ PHASE NO.: TYPE OF UNIT: SF0 --NUMBER OF UNITS: 1 CONTACT PERSON: Ron Severisa CONTACT TELEPHONE: 7296849 all departments INSPECTED DATE B: _______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ______________________ INSPECTED: ___________ APPROVED INSPECTED DATE BY: _______________________ -INSPECTED: ___________ APPROVED ______ DISAPPROVED Costa Real Municipal k'ater District LoLlo /Ve wr COMMENTS: Pgieering Ocprtrnent (619) 438-3367 I .. — jLiJ iiii;gtà Rev. 1186 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire - ... - ...: . .-. '..,-.:.. -. .-. •-- 4 . ' V -, . - .*-•. .. APPLICATION FOR- PERMIT TOCONNECT TO CITY SEWER SYSTEM. CITY OF CAR LSBADY' SE ENGINEERING DEPARTMENT - .438-5541 ISSUED BY __i '-'-- ' I FOR APPLICANT TO FILL IN -. DATE ISSUED BUILDING ADDRESS . 0 VALIDATION .. r OWNER I .? /i 2 - / ,y4IV-1•;) 7 -.'_.i(( ' JH(4t.., k MAILING / C3 ADDRESS ,44 i',.? ,9,) S , .' . •- h/ 1- .. i-i. I ' LATERAL CHARGE COMPUTATION 5517C ft CONTRACTOR CONTRACTOR'S ADDRESS NEW BUILDING j EXISTING BUILDING LEGAL DESCRIPTION 4ep7 /4;;? 4' 7 --- STANDARD 4" (Max. H. 30', V.'10') OVER 30'H. FT.____________________ OVER 10'V.-@ FT. STANDARD 6" (Max. H.30'. 10') OVER 30' H.______@, FT.____________________ OVER 10'V. -" @______ FT.__________________ TOTAL"ONSTRUCTION COST SERVICE-CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE REMARKS: 'I. LINE COST DATA ASSESSMENT DIST. FRONTAGE .-"COST PER FT. _______TOTAL_______ OTHER .4* ''LATERAL' LOCATION'' I I , CONNECTION- FEE NO UNITS COST PER UNIT- T6TA'L ' 4; - . PUMPSTATIONFEES. NO. UNITS - -_-'COST PER UNIT_______ TOTAL_______ TOTAL CHARGES (LATERAL ETC.) "-'V - LATERAL NO. ______________ INSTALLATION DATE_• _' •. . .4 - . . '. . WHITE EngIneering GREEN Finance YELLOW Sanitation PINK Building GOLDENROD Permitter ESGIL CORPORATION 9320 CHESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 (]APPLICANT 'JURISDICTION 0 PLAN CHECKER U FILE COPY UPS []DESIGNER DATE: JURISDICTION: C4fj'L. ç PLAN CHECK NO: 85 293 PROJECT ADDRESS: L,.v4 IN PROJECT NAME: The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 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 # REMARKS: ES G CORPORATION - - JURISDICTION: CAgi.S 4?L7 DATE 2-7- 006 Enclosures:_____________________ PLAN CHECK NO: 35. 7V3 ff O APPLICANT COPY O JURISDICTION COPY PLAN CHECKER COPY FILE COPY A/,,4Iv,?5 I'OJI4 IIQST I/57 - -.---...---- ic1i Ale 0,V 7v'd A ,4.ij 71-/s4 -t7- i'surs ,t - STI4I1' 32-I! &. - r,Od /41J574.L1.U4 &daie i;'( 44$O /A'o,'od flA Al U AC7,?fS - £414 -o A, Cd4' 7c( 7Lt4 r)A,vc' A - O/'9 7 f)5n ,j £ i&e/Z AAJ' U 3 .°i 10,4 A) V. 04 AV - 04Gu10S ,44 5,7ffo7 jç3I A, /1r4 3/OOd'4 r ,Lc/?' r) S&r'a,il ' deem - 10 /#J 4rf'. /F. No? ___ 5rtou 904' c1/-1 ____ 70H AAA.is A' ,Uor /'i - 11OL,AL'4 &Jl7'1 JlC,Y - P4;€ SEhTIo. — Cei. J.S "L (M) ,1-40 .01 A-S ,5wo 127so ,wr /AJ ;?X4. P-4grgg (,4s4 OdPA'6 CAJa4 - .S4 &06f ç';:"'1?4C .1 6034,TZ' - — ciAs th'o ,4 /f4i.sJ / You 1-'.4i.,s #4AiY Ocsr,J.3- - iiw's ,4A. C,cR 1si _pur J1b (7AI Apic '60/V8 PROJECT ADDRESS: 20 9V I',vioA IJ TO: 3i9c S'4'.j,:n' /h. Date plans received by jurisdiction______ Date plans received by plan checker 2/3J. Date initial plan check complete d2/1/9Cby 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 yu by the jurisdiction, to:Cim- ai L,4,usi4d 071 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. 4J) 41784 - SGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560• 1468 DATE: JURISDICTION: PLAN CHECK NO: /4/2 I PROJECT ADDRESS: LIAJ APPLICANT f' JURISDICTION EJPLAN CHECKER FILE COPY o UPS []DESIGNER PROJECT NAME: The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's Fl copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the I' 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 J plan check has been completed. Esgil ,staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone #___________________ REMARKS: BY: GI?ORPORATI ON (_qL A/ 1)4') /-1 -A ENCL: 2 PLAN CHECK NO. a5--'3 JURISDICTION: 6 3 ':3 TO: ,42? TK1NEND. ___________ 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 listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS PROJECT ADDRESS: 2) 99 /1kJ41A I&J PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX IMRLLINGS Date plans received by jurisdiction: 12-2--c Date plans received by Esgil Corporation: Date initial plan check completed: By: &L 4.1 4J 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: Esgil Corp., 9320 Chesapeake Drive, Suite /fr208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. o,r To facilitate rechecking, please identify, next to each listed item, the sheet of the plans upon which each correction has been made and return this check sheet with the revised plans. On the title sheet, indicate on plans the name of the legal owner and name of person responsible for the preparation of the plans. Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). () Specify on the title sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Provide a statement on the title sheet of the plans that this project shall comply with the editions of the codes as adopted by the jurisdiction and listed on the attached supplement sheet. s.e Submit fully dimensioned plot plan drawn to scale 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 at all lot corners. Section 302 (a) 7. Indicate distance from center-line of street or alley to property line and distance from property lines to proposed building. Section 302 (a) 7. B. Walls closer than 3 feet to property lines shall be one-hour 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, Section 1709 (a) ). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). ,id. 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. Section 1710. Show location of permanently wired smoke detectors. Section 1210. Ye A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. C. R0(l SIZES, LIGHT, VENTILATION AND GLAZIW X . Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207. (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in X. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms, minimum is 1.5 sq. ft. (Section 1205 (a) ). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). X. Required windows shall not open into a roofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205 (a). ,v. 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. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). )4. Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Provide 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). )&'. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d). )4'. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. 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". Section 1204. 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 the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. D. EXITS • STAIRWAYS • AND RAflJ*5 Floors above the second story shall have not less than 2 exits. Section 3303 (a). X. 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. Section 3304 (e). Provide protective railing for porches, balconies, and open sides of landings. Maximum opening between railings shall be less than 6". Section lllL,?r c 5 r?,? 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. Section 3306 (b) & (c). Maximum rise 8" and minimum run is 9". Minimum headroom is 61 6". Minimum width is 30". All handrails shall satisfy the "following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. The hand grip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. Section 3306 (j), (see attached). stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one- half the required width of the stairway. Section 3306 (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. Section 3304 (h). 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. C. Minimum width is 30 inches. Section 3306 (d). P/411 rovide 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. Section 3306 (f). yI. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). A'2. Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Section 3306 (f). X_Specify that the roof system shall be fire retardant complying with Section 3203 (e). Provide I.C.B.o. Research Report and Number 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. Section 306 (a) 4B and Section 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 stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). ,J. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). E. ROOFING Specify roof pitch. 48. Roof pitch is not adequate for roof type specified. Specify minimum pitch of Specify roof material and application. Specify I.C.B.0. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Specify that wood shakes are pressure treated Class C (when required by Jurisdiction Ordinance). Provide I.C.B.0. number. - - - Specify roof slope for drainage or design to support accumulated water. Section 3207 (a). 1/4" per ft. mm . pitch per Section 2511 (d) 6. (ct; Show roof drains and overflows. Section 1207. (S,zd A3JC) Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number (4' mm. between plastic skylights). Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above ceiling joists. Section 3205 (c). F. MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Section 3707. (j) Show veneer support and connections comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and i9 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. 4i Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 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. Section 2310. )t. Show how masonry house walls retaining earth are to be waterproofed. Provide detail. Show a minimum 2" air space and flashing between planter and building walls. Section 2517 (e). C. GARACK AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (b). All elements supporting floor above garage including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503. Beams and posts, not within the wall or ceiling construction, must comply with TJBC, Table 43-A, or be minimum 6" wide by 10" depth beam and minimum 8" by 8" post. (/ii &o7T toccc;fo,?:, ,'?,r Pr £ias Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). &'.." -f () Garages are not permitted to open into a room used for sleeping purposes. Section 1104. A T4J'" C' 1co 1-- SL '',.1/,"i'd FL/) 68. Openings between carport and residence require self-closing doors and stationary windows. Section 1214. Show garage framing section, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns when required. Chapter 23. NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1. Table 25-I. ,.M5i Doors may open into the garage only if the floor or landing in the garage is not more than 1/2" lower than the door threshold. X. Provide 18" raised platforms for any FAU, water heater, or any other device in the garage which may generate a flame or spark. Ara •.. TT1 77, H. FOUNDATION REUIR1ENTS () Note on plans that "A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction". Section 306 (a) 12. X. 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. The report shall include foundation recommendations. Section 2905. Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905. (') The foundation plan does not comply with the soils report recommendation for this project. Please review the report and modify design, notes and details as required. / 44i (L7c , )) () Provide notes on the foundation plan listing the soils report recommendations for foundations slab and building pad preparation. C 0MPCT) 7e.'isr 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 accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; the foundation excavations, formings and reinforcements, 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. Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. I'. 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" minimum above finish grade. Section 2516 (c) 7. ~. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Floors Supported* Stemwall Width Depth 1 6" 12t 12" 2 8" 15" 18" 3 10" 18" 24" vr *Foundations may support a roof in addition to the floors, where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, or equal. Section 2517 (c) 3. Show foundation bolt size and spacing. Section 2907 (e). 7. Specify size, I.C.B.O. number and manufacturer of paver driven pins. Show edge and end distance and spacing. Section 306 (f). Show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). - 10- Note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 2312 (f). Show adequate footings under all bearing walls and shear walls. Section 2311 (e). Z. Show stepped footings for slopes steeper than 1:10. Section 2907 (c). ,71. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). Y. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 71. Show minimum underfloor access of 18" X 21+". Section 2516 (c). Show minimum underfloor ventilation equal "to 1 sq. ft. for each 150 sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c). X. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FRAHI* Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1X4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec. 2506 (g). 7'. Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. ).06. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g). )6'l. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not parrallel. Section 2517 (h). Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (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. Section 2517 (g). 3W. Show nailing will be in compliance with Table 25-Q. 3fr7'. Show or note fire stops at the following locations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10- foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2X4 and 2X6 max. 10'; Non-bearing: 2X4 max. 14', 2X6 max. 20'. Table 25-R-3. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Section 306 (f). Detail all post to beam and post to rooting connections. Section 2516 (c). IX1'. Detail shear transfer connection including roof and floor diaphragms to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). OAJ 2 wsc Show 3174" or 2"X6" studs in first story of three story building. Table 25-R-3. 114. Provide truss details and truss ca culations for this project. Provide roof framing plan and floor framing plan. Section 302 (a) 7. Provide framing sections through Dk Section 302 (a) 7. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 08 Provide calculations for 0 0 Section 320 (a) 7. 119. Show on the plans all structural requirements developed in the structural calculations. 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 foundation grade redwood or cedar. Section 2516 (c) 4. Show location of attic access with minimum size 22" X 30". Section 3205. )/2. Show draft separation for attic areas between units in a duplex. Section 2516 (f). X. Show draft separation for space between dropped ceilings and floor above in excess of 1,000 sq. ft. Section 2516 (f). Specify plywood grade and panel indentification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). )Z'6. If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. 1,24. 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. Section 2517 (g) 4. 0 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. 4. Show a weep screed at the foundation late line on all exterior stud walls to be stuccoed. Section 4706 (e). Show corridor width to be minimum 36". Section 3305 (b). C Specify truss layout for 30" X 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (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 size, location and type of all ) l heating and cooling appliances or systems. pi.• Show method of providing combustion air to furnace, per Chapter 6, UMC. () Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. IJBC Sec. 1211. 0137., Show minimum 30" deep unobstructed working space in front of furnace. () Note on plans, clearances to be per manufacturers listing. Section 704 UMC. Furnace shall not be installed under any stairway. Section 704 UMC 0. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. Show I.C.B.0. approval for prefab fireplace. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Sec. 708 & 709 UMC. )4. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Note on plan, gas vents and non- combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Section 1706 (a) 6. K. ELECTRICAL (NATIONAL ELECTRICAL aM)K) All wiring shall comply with the National Electrical Code. Note on the plan the amperage of electrical service. 1,1. Show location of all electrical receptacles. 3A. Electrical receptacle locations and/or spacing is not adequate in At least one receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets. Art. 210-25 (b). V. Show minimum dwelling lighting (NEC Art. 210-26 (a) and GFI's in garage, baths and outdoors. NEC Art. 210-8 (a). Note "UFER" ground to be provided (NEC). Art. 250-81. L. PUJMBI!E (1JNIFO!4 PLIJIIBING CODE) All plumbing shall comply with the Uniform Plumbing Code. 1503 Show water heater size, type and location on plans. Show method of providing combustion air to fuel burning water heater. Section 1307. If vented door, vents must be at top and bottom. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Section 1309. 1). Provide adequate barrier to protect water 4eater from vehicle damage. Section 1310. 31. Show T and P Valve on water heater and show route of discharge line to exterior Section 1007 (e). ,358. Provide dryer vent to outside. UMC Section 1903. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices. Section 1003. 3/0. Shower stall shall accommodate a 30" circle and have a minimum floor area of 900 sq. in. UPC 909 (d). N. NOISE INSULATION (DUPLEXES) I,s1. Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating, ventilating or exhaust ducts shall be sealed, lines, or insulated to maintain required sound transmission rating. Title 25. 343. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident Title 25. ENERGYCONSERVATION: PLEASE READ New state mandated regulations (Calif. Admin. Code) became effective June 16, 1983 and require that the design satisfy one of the alternative energy packages A, B, C, D, E, 11 2, 3, 4, 5, 6 or AB 163. The law also requires that many mandatory conservation items be satisfied. Show on the title sheet of the plans, the alternative energy package that was selected i.e., A, B, C, D, E, 1, 2, 32 4, 5, 6 or AB 163 to show compliance, and provide calculations and other data, appropriate to that selected package. The responsible designer should sign a statement, on the plan title sheet, "The design submitted substantially conforms to the Energy Regulations for Residential Buildings." Show the "R" value for the walls, floors, ceiling and related areas. Provide a schedule on the plans showing thermal mass requirement. Specify rooms, materials, required area and thickness of materials. Show double glazing as per Energy Design, on Glazing Schedule. Show total glazing areas on the plans. Show on the plan how shading requirements will be satisfied. Show on the plans details of required movable insulation. Show how the curtains or device will be sealed and gasketed to provide a dead air space. (j) The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: £''' (2ckei1L /::ei C',J::-• 4J6A) /.iE'3#tJ 1! D3. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". (. Show the size, type and location of the space heating (or cooling) system and provide energy calculations if the output BTU/Hr. exceeds 45,000 BTU/Hr. output. 0. Outdoor pools and spas with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. T20-1406. CARLSBAD S. F.D. & DUPLEX SUPPLEMENT Note on the plans, all work shall comply with the 1982 UBC, 1979 UPC, 1984 NEC, 1976 UMC. Lateral load design should be based on Seismic Zone 4. Energy conservation design should be for Zone 7. See attached energy packages. 99. All buildings, except M Occupancies require a fire retardant roof. Note on plan that roof is to be fire retardant per Sec. 3203 (e). (i0 Show location of electrical panel; cannot be in a concealed location. P. & T. drainlines must drain to a floor sink, floor drain or to the exterior, they cannot discharge into an upright sink. p 34. Townhouses (postage stamp lots) must have walls and utilities in accordance with attached City Policy 80-13. ,3. Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Show two roof jacks where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Two 3/4" copper pipes must be installed from the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 189. Show on the Title Sheet of the plans, the information required by the attached Developmental Services Sheet The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project.1 If you have any questions, please contact____________ at Esgil Corporation. If you have any questions regarding permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-5525. Thank you. Enclosures: Date: _/—-.q( Jurisdiction - Prepared bys Bldg. Dept. VALUATION AND PLAN CHECK FEE D Esgil PLAN CHECK NO. BUILDING ADDRESS - _____£)k)1.9 4() APPLICANT/CONTACT PHONE NO. BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION BUILDING AREA IVALUATION MULTIPLIER VALUE 200 5 61 Air Condjtioninz Commercial Residential - Res. or Comm. Fire Sprinklers Total Value q4/7 Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) []Handicapped Regulations (Fee x 1.065) Building Permit Fee $ Plan Check Fee $ 352 6 8 COMMENTS: 8/4/82 PLAN CHECK NUMBER 3 ADDRESS c D C,L/ DA TE_4WL): PLANNING: PPE OF STRUCTURE -. ZONE:___________ SCHOOL FEES: SAN OIEGUITO ENCINITAS____________________ - CARLSBAD v"7 SAN MARCOS_____________________ % COVERAGE REQUIRED SETBACKS______________ 11 BUILDING HEIGHT FRONT________________________ FENCES/WALLS SIDE_________________________ TWO CAR GARAGE 9, REAR__________________ Lu Qr. cm Ze- REDEVELOPMENT APPROVAL REQUIRED:______________________________ _ _ _ _ _ _ _ _ _ Lw LANDSCAPE PLAN COMMENTS:___________________________________________ _ _ _ _ _ _ _ _ _ _ ENVIRCENTAL REQUIRED: -. ADDITIONAL COiNENTS: OK TO ISSUE: K TO FINAL:_ DATE: ENGINEERING LEGAL DESCRIPTION VERIFIED? V" A.P.N. CHECKED?____ P.F.F./4-7' ,4C5 PARK IN LIEU ,VP7 /?a — — Y_1 R.O.W:i2'a3t - IMPROVEMENTS: F euAr-.41ji 4-8/v.) - 01< E.D.U: SEWER: S LATERAL: EX/57 DRIVEWAY: 1€Vi RAD I NG PERMIT: ~I4i 7fr' fr,,'/'Z? aw c3 DRAINAGE: EASEMENTS: /"O 1" ADDITIONAL COMMENTS: CD CD LAJ Lij 0 . F cc C=r ui OK TO ISSUE DATE 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.) BRIAN SMITH ENGINEERS, INC. Client: MIKE FRAZEE SHEET 2656 State Street 3185 Sandy Place 1 Carlsbad, CA 92008 Carlsbad, CA 92008 OF 30 E. Brian Smith RCE 13817 EBS:gh Job No. 5896 April 3, 198 t# Is e-Q 6rit. 14 5Oi Il Be6' p$, Structural calculations for a proposed residence. o.i tA tJE •,) Qi.SpQ A, 5iL To La. Co. S,i. 4è 17704 85 pv rneie es 005 7 ~3 T-1 L. r2'P, PL?. .SHT. ec TU$$P 12.4y4-- .4-->,5 FLwe LrQ FLc.'oe F? PJLS#-1 15/0 0 &'• /'1-Y SAiT FL-''aQ Jb4S7 .P'? 'ftLL ai.. rreu Ct-E-S160 INNO chic Ti 0J5 E ir ( ThE rr? rNurwuvzE . TI-4e TI-4eea pr. M ec.. 12L-Pee TD oui. 14A1( -PA-,J (7 to Zc12 c4s Per u.e. ma&.- 2'-L)-TI - -,--. •-: ----i- ,Il4k'. 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GaVLe,)S SHEET 11,7 OF 3' TYPES OF SHEATHING 1 x DIAG SHEAThING @ 450 w/ (3) 8d NAILS ALONG STUDS (4) (8)d @ BOUNDARIES UBC SEC. 2514 b 1/2" DRYWALL WITH 5d COOLER NAILS @ 7" o.c. EDGES AND FIELD (TABLE 47-I UBC) 100.#/1. 5/8" DRYWALL WITH 6d COOLER NAILS @ 7" o.c. EDGES AND FIELD (TABLE 47-I UBC) 100.#/1. 1/2" DRYWALL WITH Sd COOLER NAILS @ 4" o.c. EDGES AND FIELD (TABLE 47-I UBC) 125.#/1. 5/8" DRYWALL WITH 6d COOLER NAILS @ 4" o.c. EDGES AND FIELD (TABLE 47-I UBC) 125.#/1. 1/2" BLOCKED DRYWALL WITH 5d COOLER NAILS @ 4" o.c. EDGES & FIELD (TABLE 47-I UBC) 150.#/1. 5/8" BLOCKED DRYWALL WITH 6d COOLER NAILS @ 4" o.c. EDGES & FIELD (TABLE 47-I UBC) 175.#/1. 7/8" STUCCO OVER PAPER BACKED LATH w/16 GAUGE STAPLES AT 6" o.c. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT NO. 1823, MAY 1972) OR (ICBO REPORT NO. 1318, FEBRUARY 1973) 180.#/1. 7/8" STUCCO OVER PAPER BACKED LATH w/16 GAUGE STAPLES AT 3" o .c. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND 6" o.c. ON FIELD (ICBO REPORT NO. 1823, MAY 1972) OR (ICBO REPORT NO. 1318, FEBR. 1973)180.#/1. A --- 3/8" STRUCTURAL I PLYWOOD WITH 8d NAILS AT 6" o.c. AT EDGES & 12" o.c. FIELD (TABLE 25K UBC) 276.#/1. 3/8" STRUCTURAL I PLYWOOD WITH 8d NAILS AT 4" o.c. AT EDGES & 12" o.c. FIELD (TABLE 25K UBC) 432.#/1. 3/8" STRUCTURAL I PLYWOOD WITH 8d NAILS AT 3" o.c. AT EDGES & 12" o.c. FIELD (TABLE .25K UBC) 552.#/1. 3/8" STRUCTURAL I PLYWOOD WITH 8d NAILS AT 2" o.c. AT EDGES & 12" o.c. FIELD (TABLE 25K UBC) 732.#/1. " STRUCTURAL PLYWOOD WITH d NAILS AT O.C. AT EDGES & 12" o.c. FIELD REQUIRES MIN. 3" NOMINAL FRAMING MEMBERS (TABLE 25K UBC) Sh 1 oF 5//E/ NonnioM 34 - Raoc Co,.Je'Je7no,J 7_a W'41L- - - W'AI-4- COisJsJEY41OpJ ro L)PI PWoi. LAA - A MCH' 5OLJ _ l4t4L..(-. SNC*TNIaG Im T. V=,sC5s7' 2q3 esn- oF rf -4AU 3o5O 14,0 f;I 246 t -4;pQ r Lj3t. 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Lt Li g V J484 Le4 -L'1 of * a 7y/ k 1 5-0 , /_fq_ £. - 114 •/ Ii Zr '7f /0#4.fQI 4"G 2i o . - \/ LE)JCITH OF ILI 0o+2.o ,Ica 37o 40 14 94 TYPE w 67 i" IL 82" V11-sL i484 - 5/Q" ) )' /0" A 5 $ 4 Q/#oiJ V /, :?3 )!4 4 ?8 tO ALt. • 4'il(' '11014 '.01"\ O.75 L. tJETrPc I Fr 2.0 742 N. 53O J405j 442 Z4$c r'P50iJ p3 01.JcIwe5 4 ___POST pT$. 2-i Li 53i Ie*4 '4 32' vo 14 CDX STQCr 1! o€ G1TE P.t.i, Z-4 /a ' 8(cP 9d & I2 1 o.c. PJ. q//o..i 240 • s• Irl 05 - MP SPLlCE z3o 5Z 4611 vntr.. LAP 5PE '/ &Ibd W/L PE LiC Ro 8. I 00 214 &-s O.iiez77oiJ ?/Dij -iii rn-ø 7_" /yJQc' P. I.. t'ot P G) io.'ø.t. ct 2 jsr~34 2?83c2 T 753 iSh+ So/i • 4.. LOcffT1Ot4 4)(/V 5,", LoV 4.5 '/2 /3/fl, ',9' 4,74 44Z4 0 /1000 4• /,93' 4 6y/a BAPI im 730h a /bo) 4.S Im4 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE ST. SAN DIEGO, CALIF. 92120 • TELE 2804321 • P.O. Box 20627 SAN DIEGO, CALIF. 92120 74 -831 V E L I E WAY PALM DESERT, CALIF. 92260 • T E L E 346 -1078 678 ENTERPRISE ST. ESCONDIOO, CALIF. 92025 T E L E 746-4544 March 25, 1985 Mr. Mike Frazee 3185 Sandy Place SCS&T 8521049 Carlsbad, California 92008 Report No. 1 SUBJECT: Limited Soil Investigation, Proposed Residential Building Site, Located at 2094 Linda Lane, Carlsbad, California. Dear Sir: In accordance with your request, we have performed a limited investigation of the near surface soils at the subject site. The purpose of this investigation was to provide site preparation and foundation recommendations for the two story wood frame residential dwelling proposed for the site. It is our under- standing that a minimal amount of grading work is contemplated for the site. In general, we found the site to be suitable for the proposed development pro- vided the recommendations contained in this report are complied with. SITE DESCRIPTION The subject site is an irregular shaped parcel of land located at 2094 Linda Lane, in the City of Carlsbad, California. No structures presently exist on the parcel, and no evidence of previous structures was found during our investi- gation. Site drainage is presently accomplished by sheetflow in southwesterly direction along a general land slope of approximately five (5) percent. No well defined drainage courses were noted. Onsite vegatation consists of a heavy SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SCS&T 8521049 March 27, 1985 Page 2 growth of high indigenious grasses. The site is bounded on the north, east and south sides by existing residential developments, and on the west side by Linda Lane. A fence located approximately on the property line exists on the north, east and south sides of the site. NEAR SURFACE SOILS The near surface soils at the subject site consist of Quaternary terrace de- posits which are in the Coastal Plains Physiographic Province of San Diego County. These soils, which consist of reddish brown silty fine to medium grained sands, generally extend to depths of many tens of feet below the sur- face. Two hand dug observation trenches were excavated in our investigation to depths of three (3) feet below the existing contours. The sandy soils en- countered were found to be dry and loose at the surface, becoming more dense and moist with increasing depth. Three in-place density tests were performed on the in-situ soils at depths of five (5) inches, twelve (12) inches and fifteen (15) inches below the sur- face. These tests indicated a relative compaction of 82.5%, 87.9% and 95.5%, at moisture contents of 3.6%, 5.3% and 6.5%, respectively. No oversized rock, groundwater, or artificial fills was found in our observa- tion trenches. SITE PREPARATION Prior to grading operations, the existing vegatation should be cleared from the site and legally disposed of. Existing loose surface soils underlying areas to receive structural loads or fill should be removed to firm undistur- bed soils. For the purpose of this report, firm soils is defined as possess- ing an in-situ density of at least 85% of maximum dry density, as determined by ASTM D-1557-78, Method A or C. The soils exposed at the bottom of these excavations should be scarified to a depth of at least six (6) inches, mois- SOUTHERN CALIFORN IA SOIL AND T E S T I NO, INC. SCS&T 8521049 March 27, 1985 Page 3 ture treated to at least two (2) percent above the optimum moisture content of 9.3 percent, and recompacted to at least 90 percent of maximum dry density prior to the placement of fill. It is anticipated that the depth of loose surface soil removal will extend to generally one foot below the natural con- tour. Fill Soils should be replaced in the excavation in compacted lifts not ex- ceeding six (6) inches in thickness and should also contain moisture at least two (2) percent over the optimum moisture content. All fills should be com- pacted to at least 90% of the maximum dry density of 126.2 pounds per cubic foot. A representative of our firm should observe the prepared natural ground and perform a sufficient number of in-place density tests during the grading op- erations in order to confirm that the above stated recommendations are com- plied with. LABORATORY TESTS Laboratory tests were performed on representative samples of the soils ob- tained from the site. A maximum dry density and optimum moisture content test was performed in accordance with A.S.T.M. D-1557-78, Method C. The re- sults of this test is a maximum dry density of 109.4 pounds per cubic foot with an optimum moisture content of 13.0 percent. Also, a three point direct shear test was performed in order to obtain foundation design information. FOUNDATIONS Due to the non-detrimentally expansive nature of the native soils, it is our opinion that no special foundation design considerations be made for expan- sive soils. Our recommendations for minimum foundation design are as follows: All interior and exterior continuous footings should be founded at least 18 inches below the lowest adjacent finished grade. Minimum width of the foot- ings should be 12 inches. The footings should be reinforced with at least one SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SCS&T 8521049 March 27, 1985 Page 4 #4 bar located three inches clear above the bottom of the footing and one #4 bar located three inches clear below the finished floor. On-grade slabs should have a nominal thickness of four inches. BEARING VALUE Provided that the recommendations contained in this report are complied with, footings may be designed for an allowable soil bearing pressure of 1800 pounds per square foot. This bearing pressure may be increased by one-third when considering wind and/or seismic loading. If you should have any questions after reviewing the findings and recommenda- tions contained in this report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING, INC. Robert R. Russell, R.C.E. 7"'32142 RRR/DH/rr cc: (4) Submitted (1) SCS&T, Escondido SOUTHERN CALIFORNIA SOIL AND TESTING. INC. SURFACE ELr-VAT 104.5' Z1P1 BJ"1 F$NE TO MEDWM AJ4D DR'' Lo - k-R\cDs TEr IZoOI'C.Fe 5%frtosrut.. 15I% R-A-rI'JE. COfrtPACT'N DE.J5E1 M0IT boTTOM ELEW\T10 ¶RENC ucAcE L/AT(0 O5.5' -. cc w1 FINAr. To EDUM PWD I 4.t Pc F c / m R1Nf CoMPT:cr- N - 110 -9 F.C.F. e 7c MiRa 6-7,9 % RLAT Cc'MO'ACJflC DEE. 24' Vg Dat IO2.5 SOUTHERN CALIFORNIA Proposed Frazee Residence SOIL & TESTING, BY: OH LATE: 3-27-85 M1 I JOB NUMBER: 852j2j Plate No. 2 /