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HomeMy WebLinkAbout2325 PIO PICO DR; ; 87-523; Permitz 0 I- en ir lic cc 0' D I hereby affirm 10011 have a certificate 01 consent 10 sell-insure. Ora certificate 01 Workers' Compensation Iv. surânce. or certified copy thereof (Sec. 3800. Labor Code) I POLICY NO. COMPANY Copy is filed with the city Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars 151001 or less)* O I certify that in the performance 01 the work for which iirry permit is issued. I shall not employ any person in any manner so as to become 500ject to the Workers' Compen- sation Laws Of California. NOTICE TO APPLICANT: If.-after making this Certificate I at Exemption. you Should become subject 10100 Workers' Compensation provisions of the Labor Code, you mast forthwith comply with such provisions or this permit shall be deemed revoked. O I hereby affirm that there is a construction lending agency for the performance of the work for which this per* mil is issued (Sec. 3097. Civil Code) Lender's Name. . -- Lender's Addreus.., - - W U- >, Cr) 0 E 5, I— '0 0 0 C to 0 0. C1 wE x C CL. 0 0 0 ID in r USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 I N BUSINESS LICENSE B VALUATION PERMIT NUMBER JOB ADDRESS AV. ST. RD. THOMAS BROS NO. DAilAPPLIC 2325 PlO PICO DRIVE 43,000 LOT BLOCK SUBDIVISION I ASSESOR PARCEL NO. CONTRACTOR CONTRACTORS PHONE s ZONE 56-350-06 87-523 0' T NAME OWNER'S PHONE BUILDING SO. FOOTAG £Z r j1zP, I CONTRACTOR S ADDRESS STATE LICENSE NO. MAILING ADDRESS DESIGNER DESIGNER'S PHONE ,1O ION OF WORK sq. ft. residential additio n,-Ii 528 sq. f DESIGNER'S ADDRESS P STATE LICENSE NO. age F/P FLR ELEV.1 I NO 0CC OP EDU I STORIES YO NX -I I I R3 I - 0001 12/14 0101 02E1dPfftt 586.7 I I TRACT 7-US PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT AREA I I TYPE I 0NsT 0CC LOAD FIRE SPR I — ' n 0 N Y O NOX I I V N I 0 No Not Valid Unless Machine Certified - OTY. PLUMBING PERMIT- ISSUE OTY. MECHANICAL PERMIT - ISSUE .04 SUMMARY/ACCOUNT NUMBER 3 EACH FIXTURE TRAP J INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 001-810-00-00-8220 u51O' EACH BUILDING SEWER , OVER 100,000 BTU SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER ANDrOR VENT BOILER/COMPRESSOR UP TO 3 HP , PLAN CHECK 001-810-00-00-8891 5 ' ° — EACH GAS SYSTEM I TO 4 OUTLETS , BOILER/COMPRESSOR 3.15 HP - TOTAL PLUMBI8 001-810-00-00-8222 /7 50 EACH GAS SYSTEMS OR MORE . METAL FIREPLACE - ELE '%" P(I' 01 001-810-00-00-8223 - EACH INSTAL., ALTER, REPAIR WATER PIPE , VENT FAN SINGLE DUCT . CICAL 001-810-00-00-8224 EACH VACUUM BREAKER . MECH EXHAUST I-IOODDUCTS t1l:e IOB)LEHOOs 001-810-00-00-8225 WATER SOFTNER , . RELOCATION OF EA FURNACE/HEATER ..) SOLM 01-810-00-00-8226 — EACH ROOF DRAIN (INSIDE) . DRYER VENT - , ITOG MOTIO TOTAL MECHANICAL - I - - 'FIRE SPPW tOl-810-00-00-8227 ID I AL PLUMBING I / PU C F EE 320-810-00-00-8740 ____________ OTY. ELECTRICAL PERMIT - ISSUE OTY. MOBILEHO ME SETUP T7,,-, 360-810-00-00-8740 /,j 'J \.li K-IN-LIEU (AREA I / NEW CONST EA AMP'SWT BKR / CAR PORT TiE 312-810-00-00-8835 __L PH 3 PH , AWNING / '' , LA COSTA hF 311-810-00-00-8835 EXIST BLDG EA AMPISWT'BKR GARAGE ,Ago, " - FMF I PH 3 PH LICENSE TAX 001-810-00-00-8162 REMOOEL'ALIER PER CIRCUIT : .&O ' ( , . MFF 880-519-92-57 TEMPPOLE 200 AMPS ' .jgv OVER 200 AMPS — • . TEMP OCCUPANCY (30 DAYS) -'---- - . CREDITDEPOY( TOTAL ELECTRICAL T 0 TOTAL TOTAL I HAVE CAREFULLY EXAMINED THE COMPLETED -'APPLICATION AND PERMIT" AND DO HEREBY EopiratIgr.Iry permit issued r(Byijuing OfIrCtaI under the provisions Oltflis I Code sI1i eopje by Irmitation aVbec$Ie null and void If the building or work * AN 0611* PRM:T IS REQUIRED FOR EXCAVATIONS OVER SO" DEEP AND DEMOLITION OR CONSTRUCTION OF CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATIOfrI HEREON INCLUDING THE I aulhoriVedbch permit is nof,BmmeI'tted w thin 180 days from live date 01 suCh ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT it,abuiIdin such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON abando ny time r e ___________e for a period of 180 days STRUCTION, ' SlGNA WNERfl KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND DATE EXPENSES // DECLARATIONS CONTRACTORD APPR WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. BY PHONE 0 o 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 tuft force and effect. 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 c000ly wfricr. re- quires a permit to construct, after, improve, demolish, or repair any structure, prior Is its issuance also requires the ap- plicant for such permit to life a signed statement that he is licensed pursuant to the provisions 01 the Contractors License Law Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) Or that is ex. empl therefrom and the Oasis for the alleged exemption. Any violation of Section 7031.5 by an applicant Iota permit sub-' leclu the applicant 10 a civil penally of not more than live hun- dred dollars ($500). - I I. as owner 01 the property, or my employees with wages as their sole compensation, will do he work, and the struc- lure is not intended or offered Or sale (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of properly who builds or improves ]hereon and who does such work himself or through his own employees, provided that such improvements are not intend- ed or offered for sale. If. however, he building or improve- went is sold within one year 01 completion. the Owner-builder will have the burden of proving that he did not build or im- prove 101 the purpose of sale). I I, as owner of he 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 loan Owner 01 properly who builds or im- proves thereon, and who contracts for each projects with a I contractor(s) license Law pursuant In the Contractor's License ). ft As a homeowner lam improving my home, and the 1000w' - mg conditions exist: t. The work is being performed prior 10 sale. I have lived in my home tsr twelve months prior to Completion of his work. I have 001 claimed this exemption during the last three years. 0 lam 000mpl under Sec. ';B & P.C. I for this reason TYPE i DATE INSPECTOR BUILDING FOUNDATION #& ftf ______ REINFORCED STEEL I '.M MASONRY GUNITE OR GROUT SUB FRAME Li FLOOR Li CEILING SHEATHING Li ROOF Li SHEAR FRAME I '14L1 EXTERIOR LATH k INSULATION INTERIOR LATH & DRYWALL PLUMBING Li SEWER AND BL/CO Li PL/CO -WASTE LijWATER /UNDERGROUND TOP OUT Li WASTE DV/ATER TUB AND SHOWER PAN GAS TEST Li WATER HEATER Li SOLAR WTER ELECTRICAL Li ELECTRIC UNDERGROUND 01 UFFER ROUGH ELECTRIC Li ELECTRIC SERVICE Li TEMP()RARY• Li BONDING Li POOL MECHANICAL Li DUCT & PLEM., Li REF. PIPIJG HEAT - AIR COND. SYSTEMS I VENTILATING SYSTEMS I d CALL FOR FINAL INSPECTVON,WHEN ALL APPROPRIATE ITEMS AR()VF HAVE REENAPPROVFD FINAL PLUMBING c'. I ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS '7- - FIELD INSPECTION RECORD - REQUIRED SPECIAL INSPECTIONS - INSPECTORS NOTES INSPECTION REO. IF CHECKED INSPECTOR'S APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP - - - - OVER 2000 PSI STRUCTURAL CONCRETE PRESTRESSED CONCRETE -- -- - POST TENSIONED CONCRETE - - FIELD WELDING . HIGH STRENGTH 8OLtS .- - - - :- - - :- •' - SPECIAL MASONRY - - - - .- - - - ZP PILES CAISSONS - --.- -SF - -! r - - - DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only ADDRESS 9o75CPjcflj1yj V PLAN ID NO. -7 15e15 3 ASSESSOR'S 91 PARCEL NO. 156-350-0 G>i 1ert - OWNER OWNER'S MAILING ADDRESS 0012 10/01 0101 05thsc. 166.00 CITY ZIP Z.0O TEL. +31- 'i3t VALIDATION AREA CONTRACTOR ?Ot\t2tcE. M I ( VY '1 ESTMATED VALUATION 9 b CONTRACTOR'S MAILING ADDRESS O D PLAN CHECK FEE 001-810-00-00-8821 IF THE APPLICANT TAKES NO ACTION ZIP 92i,9 TELl 44... '43 WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. STATE BUSINESS LICENSE N04752..4- LICENSE NO. SUBDIVISION LOT(S) LEGAL DESCRIPTION 51—E. 4 MecA CHECK IF SUBMITTED: TT 2 ENERGY CALCS 24987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK 2 STRUCTURAL CALCS ./ 2 SOILS REPORTS . 2 SELF ADDRESSED ENVELOPES DATE GIVEN! SENT TO APPLICANT DATE CONTACT PERSON C (23; IrE::.)(.-tc_ LA COSTA LETTER - ADDRESS SCHOOL FEE FORM CIT \) Z TEL. P & E CORRECTIONS LIST E1i 0 I - 9- CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE DATE White - File Yellow - Applicant Pink . Finance Gold - Assessor A .4 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA92123 - (619)560.1468 - DATE: 1-2)r9E?e /2., / 9 Z-2 DAPPLICANT iro JURISDICTION: CITY OF CARLSBAD 0 PLAN CHECKER 0 FILE COPY' PLAN CHECK NO: C)UPS 11 DESIGNER PROJECT ADDRESS: 2 PROJECT NAME: si-e'i ADO,TJgs) D 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 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 0 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. D 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: A€9 4/L91 )zo AJ ui7 V-3 .TnI m,QI25 ,i'1ñLI, qZL,a D Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that he pl..jL check has been completed. Person contacted: Date contacted: '10/i2-/7 Telephone #-i44-e47 REMARKS: ENCL: BY: GIL CORP PLAN 3VRISDI(: CITY OF CARLSBAD PROJECT A1RS:Z,11LçRo 7ko D FLOOR AREA: BEIt: REMARKS: 5tu4 4ifTh1 PLAN QacxION SEM CII! OF CARLSBAD SI.R FAIqILY AND IXJPLRE DWELLINGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: /b- 5-7 Date initial plan check completed: By: '-- ''- Applicant contact person: IiiV Z7 Telephone: '744 6 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 by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled 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), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To steed up the recheck process, note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. N: PAGE NUMBERS ARE NOT IN SJICE AS PAGES HAVING NO IMM NDiG QnucIONS WREE DV.RT. List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) PLANS l. 'Show on the title sheet all structures, pools, / walls, etc. included under this application. 1. Please make all corrections on the original / Any portion of the project shown on the site tracings and submit two new sets of prints, and plan that is not included with the building any original plan sets that—may have been permit application--filed.-should be clearly returned to you by the jurisdiction, to: identified as "not included." Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. j. 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. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparatioji oft,laxis._. Section 302(a)7. Plans must be signed by the person responsible for their preparation. Plans, specifications and calculations shall be I signed by the California state licensed engineer or architect responsible for their preparation. Specify expiration date of license. (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. Section 302(c). 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. 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. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c). 4. Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302(c). FIRE PR03BMCN l.. Walls closer than 3 feet to property lines j shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when I the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). l. 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). l. Plastic skylights shall not be installed / within 8' of an exterior wall located where / openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. l. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. 15. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. ir APPER nhi1r ru"i tvI,14 < LM)(I 6 some -rime I?J F)fl..j l. 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. X1 SI. LIGHT. VENTILATION AND GLAZING /7. Habitable rooms, other than kitchens, shall / contain at least 70 square feet of floor area. / At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). 8/11187 2 i. 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 19 . 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 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). b. At least 1/2 of the coon 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). .. Required windows shall not open into a roofed / porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). 22. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). 2. No habitable room, other than a kitchen, shall f be less than 710" in any dimension. Section 1207 (c). 24. Show that ceiling height for habitable rooms is a minimum of 716". Section 1207 (a). 5. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 710". Section 1207 (a). . Dimension on the plans the 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 the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 29. 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) 5.)r APPQt4L6 0. Sleeping rooms shall, have a window or exterior f 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. 3. A mezzanine •is an intermediate floor and may / not have a floor area exceeding 33 1/3 percent I of the total floor, area in the room below. 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. Z. The loft you show does not comply as a / mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. - ITS • STAIJAYS. SAND RAILINGS 3. Floors above the second story shall have not f less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). 34. Required exit doorways shall be not less than 36" in width and not less than 618" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). /5. Provide 36" high protective railing for / porches, balconies, and open sides of stair landings. Openings between railing shall be less than 611. Section 1711. 6. 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. 37. Provide stairway and landing details. Section 3306 (b) & (c). () Maximum rise is , 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 616". Minimum width is 36". 8/11/87 3 38.All handrails per Section 3306 (j), shall satisfy the following: Provide handrail, for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. C. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. 3. Every stairway landing shall have a dimension, / measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i). 46. 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). 14. Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 36 inches. 4. Provide spiral stairway details, per Section f 3306 (f): Minimum run is 7 1/.2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. Minimum headroom is 6 feet 6 inches The tread must provide a clear walking area measusing at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. 13. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). L4. Provide I.C.B.0. 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 plans shall be submitted to and approved by the building official prior to installation. L5. In buildings' over 2 stories in height, provide / 3/4 hour fire-rated assemblies for all I openings in the exterior wall below or witin 10 feet horizontallyof an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). 4. Openings in, exterior walls below or within 10 I feet, measured horizontally, of an exterior I 'stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into 'the / 3 foot setback from the property lines. Section 3306 (n). £43. 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 (in). 4. Within units, show that corridors have a / minimum width of 36 inches. Section 3305 (b). ROOFDG 0. Specify roof slope. 1. Roof slope is not adequate for roof type / specified. Table 32-B; Section 3203 (h). Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch I in 12 inches. Section 3203 (e) 3. s$. Specify minimum 1/4 inch. per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. 8/11/87 4 7 17 Show roof drains and overflows. Section 3207. $8. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylights must be separated from each / other by at least 4 feet. Section 5207 (a) 6. 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 eave vents or cornice vents. Show required area and area provided. Section 3205 (c). 6)L Provide fireplace construction details or note / construction to be per attached fireplace standard drawing. Chapter 37. 6,. Show anchored veneer support and connections / attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties and #9 wire in horizontal joints. 43. Show height and construction details of all masonry walls. Chapter 24. 6. Note that cleanout openings shall be provided I at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. 6. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds 'per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. 6k.. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). T Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CAR S Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 69. All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503. (b) 71b. Show 1 3/8" solid core self-closing door for I openings between garage and dwelling. Section 503 (d). 71.. Garages are not permitted to open into a room / used for sleeping purposes. Section 1104. 12. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header / over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio of height-to- width is 3 1/2 to 1. Table 25-I. Doors may open into the garage only if the / floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). 75. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame, or spark. UMC Section 508, UPC Section 1310 (a).,p 00AJ W.M. FOUNDATION REWIRENKHTS iA. Per soils report, note on the plan the soils / classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). /i. The foundation plan does not comply with the / soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: 3. Provide notes on the foundation plan listing / the soils report recommendation for foundations, slab and building pad preparation. 8/11/87 5 () The foundation excavations, formings and reinforcements comply with the soils report and approved plan." 81. Show height of all foundation walls. Chapter 23. PO.flO CAtL3 41sJ0 u-rLAz. ,i cei I1J rIA-uL4 Ir &AJO&Tim -ro V6 DECe . Show height of retained earth on all foundation walls. Chapter 23. 3. If cut or fill slopes exist, show distance of / foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the - recommendations in the soils report are properly incorporated into the —construction documents (when required by the soil report). 80. The soils report recommends excavations be reviewed by soils engineer. 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 Note on plans that wood shall be 6" minimum / above finish grade. Section 2907 (a). 85. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) S. 6. Dimension foundation per U.B.C. Table 29A: Floors Footing Supported* Stemwall Width Depth Thickness 6" 12" 12" 6" 8" ' 1511 151 7" 10" 18" 24" 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported,. use foundation for one floor. 001 Show foundation bolt size and spacing. 7 Section 2907 (f). 4 Specify size, I.C.B.0. number and manufacturer / of power driven pins. Show edge and end distances and spacing.. Section 302 (c). 94. If required by structural calculations, show - / size, imbedment and location of hold down / anchors on foundation plan. Section 2312 (f), 302 (c). 91. If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. PA t Show adequate footings under all bearing walls / and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes / steeper than 1:10. Section 2907 (c). 9!. Show minimum 18" clearance from grade to / bottom' of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 9. Show minimum underfloor access of 18" x 24". / Section 2516 (c). 97. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. 8. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section -2516 (c) 1. FRAKCMG _ 99. 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 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. l0. Note cross bridging or blocking. Floor joists / and rafters 12" or more in depth shall be I supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. '7. Show foundation sills to be pressure treated, ( or equal. Section 2516 (c) 3. 8/11/87 - 6 1G1. Show blocking at ends and at supports of floor / joists, rafters and trusses at exterior walls. / Section 2517 (d) 3, 2517(h) 6. Show double 'joists. 'Floor joists shall be / doubled under bearing partitions running f parallel with the joists. Section 2517 (d) S. 113. Bearing partitions, perpendicular to joists, / shall not be offset 'from supporting girders, I beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall' be spaced f not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 1(5. Show rafter purlin braces to be not less than / 45 degrees to the horizontal. f. Section 2517.(h) 5. 106 Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 1C7. Show double top plate with minimum 48" lap / splice. Section 2517 (g) 2. 108 Show nailing will be in compliance with Table 25-Q. 1$9. Show or note fire stops at the following I 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; C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at celing and floor levels, with noncombustible materials. l0. Show stud size and spacing., Maximum allowable / stud heights: Bearing wall':. 2 x4 and 2 x 6 max. '101; Non-bearmn: 21,x 4 max. 141 , 2 x.6 max. 20'. Table 25-R-3. lll. Studs supporting two floors, a roof and I ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 112 Note on A.I.T.C. Certificate of Compliance for glued laminated wood, members shall be given to the building inspector prior to installation. Section 306 (f). G Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including / roof and floor diaphragms, to shear walls. Section 2513. l5. Specify nail size' and spacing for all shear / walls, floor and roof diaphragms. Indicate I required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, 3, K and Section 4713 (d)]. 1L6. Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. 117 Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. l~8. Provide roof framing plan and floor framing I plan. Section 302 (c). 119 Provide framing sections through r)UW IbArtfebom ObK ctme,ry Section 302 (c). Specify all header sizes for opening over 4' / wide. Section 2517 (g) 5. ll. Provide calculations for main vertical and / horizontal framing members and post footings. / Section 302 (b). ]122. Provide calculations for lateral loads,-shear / panels, shear transfer and related. Section I 302 (b). 8/11/87 ' 7 123 Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.Qw-L1rm b'flYPt1L &/ 01 14. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 125 Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 126 Show location of attic access with minimum size 22" x 30". Section 3205. ]h7. Show draft separation for attic areas between : / units in a duplex. Section 2516 (f). 128 Specify plywood grade and panel identification index. Table 25N. 1j9. When roof pitch is less than 3:12, design ridge / as a beam. Section 2517 (h). If foundation cripple wall studs are less than ( 14" high, framing shall be solid blocking. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height / shall be 3 inch by 4 inch or 2 inches by 6 I inches when supporting 2 stories. Section 2517 (g) 4. 132 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i). 13. Show a weep screed at the foundation plate line I on all exterior stud walls to be stuccoed. Section 4706 (e). 134 Detail truss layout for 30" x 30" attic access, if reau < ired for equipment in the attic. E si44 l5. Ridges, hips, and valleys shall be at least one / size larger than supported rafters. Section 2517 (h) 3. 16. In open beam construction, provide strap ties / across the beams at the ridge support. Section 2501 (b). MECHANICAL (uiuiu1MANICAL E) All heating, venti1ating,-and-rcoo1ing systems ,an applicances shall comply .wth the Uniform Mechanical Code. 137 Show the size, :location and, type of -a1} heating and coolingapp1-iances or systems.' 1 . Show source of combustiàn air to furnace, per / Chapter 6, UMC. -• 139 Every dwelling unit shall be provided with heating facilitites capable of maintaining a room temperature of 70. degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC,-Sec. 1211. oK 51cbk) -ru-nr rri WILL 41'PRo1 A3 ui -- ll0. Show minimum 30" deep' unobstructed working space in front of furnace. Section 505, UMC. 141 Note on plans, "clearances to be per manufacturer's listing.". Section 504, UMC. 142 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. U'44. H'R13C, 0.1<. i4. Show I.C.B.0. approval number for prefab I fireplace. 144 Show access to the attic or underfloor furnace. to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. if APPLjerML15 145 Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. H 144- Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Si P44 147 Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Sg 148 A 144- Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling.. USC, Section 1706 (a) 6. Provide dryer vent to outside. UMC, Section / 1903. 8/11/87 Is 8 .ICAL (NATIONAL XLBCMCAL E) All wiring shall comply with the National Electrical Code. - 150 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. 01. Show location of all electrical receptacles. l2. Electrical receptacle locations and/or spacing / is not adequate in 13. Show at least one convenience outlet other than / outlets for laundry, etc., outdoors, in garages I and basements. NEC, Art. 210-52. 154 Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. l%5. Note electrical system ground to be provided / per NEC, Art. 250-81. 156 Show water heater size, type and location on plans. UPC, Section 1301.j pji,j i$i. Show source for providing combustion air to / fuel burning water heater. If wall openings in I an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. ]48. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 159 Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. Jr- ELoLk11---D 160 Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). ic 161 Note on the plan that hose bibbs and lawn sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & (i). l2. Show shower stallcanaccomaodatea 30;circle-,, '. and has a minimum floi irea of 1,024: sq. iñ - UPC 909 (d). v : NOISE ThSULATION (TX3PL) 14 Show details of duplex conunon (party) walls / and floor/ceiling assemblies to achieve a I Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. •- "S I ' l4. Show how penetrations of as"sèniblies fof / piping, electrical devices, recessed cabinets, bathtubs, soffits,à'heáting ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating... -Title 25. iJ5. Provide insulation. in walls and ceiling to / achieve SIC of 50 between garage and living f area if garage use is not controlled by resident. Title 25.. ERKRGY ivATION: PLEASE READ State regulations (California Admin. Code) require that the design satisfy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. 166 The designer shall provide an Energy Certificate of Compliance imprinted on the plans. This Certificate shall indicate the features and performance specifications neeeded to comply with Chapter 2-53 of Title 24. (1) The individual with overall responsibility for the design, and (2) The owner of the building or property shall sign the Certificate of Compliance. Title 20, Section 1403 (a) 2. A. See the attached Compliance Certificate Form. rnr - Au.. AJ1ti tC*4JOrfl6nJ) $PAC -C.on1('L'4 A-S iVit -&r FrY)CAJ 167 Show on the plans the "R" value for the walls, floors, ceiling and related areas. 168 Show double glazing as per Energy Design, on Glazing Schedule. 5 169 Show on the plan how shading requirements are satisfied.-5 l6. Show on the plans the thermal mass areas as / indicated in the energy documentation. 8/11/87 9 Ji. The plans are not in compliance with the energy 7 conservation compliance package selected or design calculations provided. Show on plans conformance as follows: 172 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 173 Show the size, type, make, model and location of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. CARLSBAD S.F.D. & DUPLIKK SUPPL1T 174 Energy conservation design should be for Zone 7 • See attached energy packages. 1/5. Floor drains must have auto-prime (city policy). 176 Note exhaust fans cannot be dustless type (city policy) .Ip-r) 17 . New residential units must be 'pre-plumbed for / future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). l$3. Heavy timber framing, rninim 6" x, 10" beams / and minimum 8" x 8" .post, . for the. structural. beam and column supporting.-the fire separation between the garage and-,. living area above, is acceptable if shown on the plans. (city policy). - 184 UBC Adopting Ordinance 8792 requires Fire Retardant roof structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). ,V4 9WI=•- - -- 185 City Ordinance 9792 requires. two parking spaces/unit with clear area of 20'xZO' i.e. no washing machines, etc. Show compliance. l6. Please see additional corrections, or remarks, / on the following page.. 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. If you have any questions regarding these plan check items, please contact_________________ -- AiL at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: 178 Note "two 3/4" copper pipes must be installed to the most convenient future solar panel 2. 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). 3. J4aEkJ ui.s4, 179 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) -IF iJE'tu t&'.H ]fro. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). ]l. Show on the Title Sheet on the plans, the / information required by the attached Developmental Services Sheet 112383. l2. All new residential buildings, including additions, require a soils report. Please submit two copies. - Do ,r 4&-1 Yb 0.rM PLAV3 e Lb1-/ hi't -17n,, - !~ fq-rg.t'4L ,4/Pl)i5, 5 rr3 ,Voi- 17'L9 .b/ri,I r smp. -./IhL) ALL sn'j,°s 8/11/87 10 I Dates /6-17.-%7 Prepared by:, &. Att.wJ 1iL CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE - D. Bldg. Dept. Esgil PLAN CHECK NO. BUILDING ADDRESS -izc APPLICANT/CONTACT PHONE NO._________________ BUILDING OCCUPANCY - DESIGNER PHONE____________ TYPE OF CONSTRUCTION V-i CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 5rvt . - ____________________________________ ______________________________•1 _____________________ _____________________________________ Air ConditlonirsE Commercial Residential Res. or Comm. Fire Srirtklers Total Value S 4za Building Permit Fee $ Plan Check Fee S $ ZD CUMMENTS Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. p ENGINEERING CHECKLIST w LEGEND Date:10-23-87 Item Complete Plan Check No. S7-523 Project Address: Z3Z5_101o1O1ec,,Oe1ve 1) Incomplete - Needs Action Project Name:G,i.g'2r 1;?i?7O,41 Field Check Date: 1,2,3 Number in circle indicates plancheck By: number that deficiency was identified CO CO CO LEGAL REQUIREMENTS > > > Site Plan Q) ) Provide a fully dimensioned site plan drawn to scale. Show: North D arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines,, existing 9 9 9 and proposed slopes, driveway and percent (%) .gracl.e. drainage patterns. 9 - 9 Provide legal description of property. 9 9 k. Provide assessor's parcel number. PERMITS REQUIRED Grading 9 9 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 9 9 6. Grading plans in plan check PE___________ 9 9 7. Need the following completed prior to building permit issuance: 9 9 Grading plans signed. 9 Grading permit issued. 9 Grading completed. 9 9 Certification letter and compaction reports submitted. 9 9 Grading inspected and permit signed off by City Inspector. 9 9 9 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9 9 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. tJJ ED FEES REQUIRED Park-in-Lieu fees required. Quadrant: , Fee Per Unit: -, Total Fee: Traffic' impact fee required. Fee Per Unit: - , Total Fee: Bridge and Thoroughfare fee required. Fee Per Unit: - Total Fee: - Public facilities fee required. Facilities management fee required. Fee:,o,t Additional EDU's required: 41r, Sewer connection fee: ..-. Sewer permit no. T SewerJa.teral required: REMARKS: 0. K. to is sue: If you have any questions about any of the above items identified on this plan check, pIease--€ai4-the Development Processing Department at 438-1161. a) a) a) - - - PLANNING CHECKLIST 4*: U U U Q_ Q_ Q_ Plan Check No. e7-523 Address 232~ P,0 Type of Project and Use 5F0 Zone R- / Use Allowed? YES >( NO Setback: Front OK Side 01<'... Rear OK Facilities Management Zone I School District: San Dieguito Encinitas Carlsbad San Marcos Discretionary Action Required YES NO X Type Environmental Required . YES NO K' Landscape Plan Required YES NO Comments Coastal Permit Required YES NO Additional Comments OK TO ISS - DATE SUBJECT .._(L_ _(ZFkc- SHEET NO. ..._.... OF _______________ JOB NO..______ \ V \'1\ $Vç m \ft V - \' ( \ ov V C - ' LA . V V)) cç 'izC u 4 Q \e ? 4r4, V L V z ) V V Cl, 1? It Z.2' cF -IF NJ t3 I I N1 u-25-I987 :i: NFuT DAIA GILE)ERT 2-STORY (3ARA6E .:LooI: 301818 SHEET 9 OF 10 JOB # 7028 MAIN SPAN LENGTH (inches) 264.00 01ST. DEAD LOAD (lbs/in) 01ST. LIVE LOAD (lbs/in) 3.33 FT LOAD fr02 Left (in.) 0.00 POINT DEAD LOAD (ibs) 0.00 POINT LIVE LOAD (Ibs) 0.00 NOD. ELASTICITY * MOMENT OF INERTIA (E*I) OUTPUT IDA....A: CASE MAIN SPAN CANT. SPAN RL (ibs) RR (ibs) N (in-lb) Mc (in-lb) DEFL.(ax) I LIVE+DEAD LIVE+DEAD 531.54 821.45 33904.83 4872.00 -142.563 II LIVE+DEAD DEAD 536.64 720.36 34557.39 3528.00 -145.995 III DEAD LIVE+DEAD 91.55 381.45 5028.34 4872.00 -18.694 Lu \ 62Lc-Z c- = L - - L.L cc z (-'a - __ 8 R, \ GARAGE DOOR HEADER SE;M i)ATA: c}: (ft) = 1..5(:) U I STRI BUTED LOAD (1 bs/F ) 8 ( ()() Vmax (1 hs) @ LS U R F:, 0 R, "1" 6 93c:). U Mrn:< (in-- i b ) @ MIDSFAN = 343035. 0 CANT I LEVER SPAN 24.00 0.83 3.33 24.00 137.002 16,00 1700000.0 'L_ •j () 'J V -c¼) .-' 5 aEts h (Lnrk J P&L o. t-1c q 0 c Z -to Q((.IJ/(. (C4UJ USE: 6 .750 X 13.80 QôF V4 -F v (psi) = 98.5 . G.L.B. W/l/in. CAMI3ER o- fh (psi) = 1o95.1 4 \ cc1t DE Fl- EL I JON ( i n) u 1,11D9F-N - L/:11 = H 55 LIVE LOAD DEFLECTION (iii) = o.;::;i ::: LI:30 = 0.550 -10 STAIR STRINGER DAT A: SPAN ( -ft UISiRII3UTE:D LOAD (lbs/f t)= 225.00 Vrnex (ibs) @ SIJFFORTS 1462. Mmx (in-- ibs) @ MIDSFAN = 571:137. USE: 2 X 14 I).F.\ (juJ')u( .i:v (psi) = 91.6 +b (psi) = 1313.9 DEFLECTION (in) @ MIDSFAN = 0.293 :: L/20 I lYE LOAD DEFLC1 IUN ( Lri) = (").'26C) ( u p JOCJLPw. 41C . . jç " J11-1 j' 3i-- 4icz '.••'-- / c. LAC c_c- ez3 t 13 Y ........ DATE .4L41 CHKD.BY.___DATE........ (c - c: --5- SL,cA •Z..-io '- (S' LF, LonFc- c- Lkt Lc' Ft- jc '(tic' A4 L- C\ Ai¼t-L SHEET NO. OF JOB NO. >''• c$E S6 3%1 S-fl\ eLe ?L I.1 bZ ( (... -' - CAr lL- EEE STh\L E-i € c u'. tGL$co o €r\ce ¼ /\OQ C44 ccc . • -. (Z \ ( & I- & T 1 'J2 O\4 \ce t 1Z.'\ c- cc z'se- C -. DATE SUBJECT.._._ SHEET NO. ...5. CHXO. BY _±1bATE Lc7 '1+ C JOB NO. L'J€ (ZS'cct) ? O. L.E 4o. t-'- v.. c \..f- ..'. 2 r4!t LCOLA GLAZING INFORMATION 1st Floor; Tot Glazing sq, ftg: 21.10 sq. ft.(max allowable-16% or 77.44sq.ft.) 2nd'Floor S Tot Glazing sq. ftg:65.34 sq.ft.(max. allowable-16%or84.48) Insulation Information All exterior wall to be insulated with"R-11" All cielings to be insulated with "R-19" All subfloors to be insulated with"R-19" r SITE PREPARATION AND FOUNDATION RECOMMENDATIONS PROPOSED GILBERT ADDITION 2325 PlO PICO DRIVE CARLSBAD, CALIFORNIA PREPARED FOR: Mr. Gary Gilbert 2325 Plo Pico Drive Carlsbad, California 92008 PREPARED BY: r Southern California Soil & Testing, Inc. Post Office Box 20627 6280 Riverdale Street San Diego, California 92120 72-3 E. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE ST. SAN DIEGO, CALIF. 92120 • TELE 2004321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 678 ENTERPRISE ST. ESCDNOIDO, CALIF. 92025 T E L E 746-4544 July 22, 1987 Mr. Gary Gilbert SCS&T 8721116 2325 Pio Pico Drive Report No. 1 Carlsbad, California 92008 0 SUBJECT: Site Preparation and Foundation Recommendations, Proposed Gilbert Addition, 2325 Pio Pico Drive, Carlsbad, Califoria. 0 Dear Mr. Gilbert: In accordance with your request, we are providing herein site preparation and foundation recommendations for the subject project. 40 PROJECT DESCRIPTION It Is our understanding that the site will be developed to receive a two story lateral addition to an existing residential structure and a detached two story garage/residential structure. A portion of the existing structure will be demolished. Shallow foundations, raised wooden floors and/or conventional slab-on-grade floor sytems are anticipated. It is our understanding that existing footings will not be utilized to transmit new loads. Grading will be minor and for drainage purposes. SITE DESCRIPTION Ij The subject site is located at 2617-24th Street in the City of Carlsbad, California. The site is presently occupied by a single story residential 0 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SCS&T 8721116 July 22, 1987 Page 2 structure. The lot is bounded to the north and south by residential structures and to the west, by vacant land. A site plan depicting the site configuration, the location of the test trenches as well as their logs are depicted on Plates Number 1 through 4. SOIL DESCRIPTION Three exploratory trenches (four feet deep) were extended to investigate the soil conditions at the site. The property was found to be underlain by 1.5 feet to three. feet of loose, humid, brown silty sandy topsoil and one foot of medium dense, humid, brown clayey sandy subsoil. These materials. are underlain by terrace deposits consisting of medium dense, humid, light brown, silty sand. The results of an expansion index test and a single point consolidation tests performed on representative foundation soils are presented on the attached Plates Number 5 and 6. CONCLUSIONS AND RECOMMENDATIONS GENERAL No geotechnical conditions were found which will preclude site development as presently proposed. The main geotechnical consideration for site development is the presence of up to three feet of loose topsoils underlying the proposed construction areas. This material is considered unsuitable, in its present condition, for the support of settlement sensitive improvements and will require removal and re-placement as compacted fill or special foundation consideration. Recommendations for both alternatives are provided herein. GRADING SITE PREPARATION: If the existing surface soils are densif led, site preparation should begin with the removal from the area of the site to be developed of any existing vegetation and deleterious matter. Existing loose topsoils underlying the proposed improvements (patios, driveways and fl SCS&T 8721116 July 22, 1987 Page 3 sidewalks included) should be removed to firm natural ground. Based on our trenches, It is anticipated that the maximum removal depth will be three feet. Firm natural ground is defined as undisturbed soil having a minimum in-place density of'85 percent as determined in accordance with ASTM D1557-78, Method A or C. Minimum horizontal limits of removal are five feet from the perimeter of the improvement or property line,whichever is less. The bottom of the excavations should be scarified to a depth of 12 inches, watered heavily and recompacted to at least 90 percent. The stockpiled soils should then be placed in thin compacted layers until desired elevations are reached. EARTHWORK: All earthwork and grading contemplated for site preparation should be accomplished in accordance with the attached Recommended Grading Specifications and Special Provisions. All special site preparation recommendations presented in the sections above will supersede those in the Standard Recommended Grading Specifications. All embankments, structural fill and fill should be compacted to at least 90% relative compaction at or S slightly over optimum moisture content. Utility trench backfill within five feet of the proposed structures should compacted to minimum of 90% of Its maximum dry density. The maximum dry density of each soil type should be determined in accordance with A.S.T.M. Test Method D-1557-78, Method AorC. SURFACE DRAINAGE It Is recommended that all surface drainage be directed away from the proposed structures and the top of slopes. Ponding of water should not be allowed adjacent to foundations. FOUNDATIONS A) EXISTING LOOSE SURFICIAL SOILS DENSIFIED GENERAL: Shallow foundations may be utilized for the support of the proposed structures. The footings should have a minimum depth of 18 SCS&T 8721116 July 22, 1987 Page 4 inches. A minimum width of 12 inches and 24 inches is recommended for continuous and isolated footings, respectively. A bearing capacity of 2000 psf may be assumed for said footings. This bearing capacity may be increased by one-third when considering wind and/or seismic forces. 46 REINFORCEMENT: Both exterior and interior continuous footings should be reinforced with'one #4 bar positioned near the bottom of the footing and one #4 bar positioned near the top of the footing. This reinforcement Is based on soil characteristics and is not intended to be in lieu of reinforcement necessary to satisfy structural considerations. CONCRETE SLABS-ON-GRADE: Concrete slabs-on-grade should have a minimum, actual thickness of four Inches and be underlain by a two-inch blanket of clean poorly graded coarse sand or crushed rock. The slab should be reinforced with No. 3 reinforcing bars placed, at 36 Inches on center each way. A 6x6"-W1.4xW1.4 welded wire mesh may be utilized In lieu of the rebars. It is imperative that the mesh be placed near the middle of the slab. Where, moisture sensitive floor coverings are planned, a visqueen barrier should be placed in the middle of the sand 41 layer. A two-inch-thick layer of clean, sand should be placed over the visqueen to allow proper concrete curing. c'q , •B) LOOSE SURFICIAL SOILS TO REMAIN UNDISTURBED GENERAL: Shallow foundations may be utilized for the support of the proposed structure. The footings Should have a minimum depth of 18 inches and extend at least six lnãhes Into firm natural ground. A * minimum width of 12 Inches and 24 inches Is recommended for continuous and isolated footings, respectively. A bearing capacity of 1000 psf may be assumed for said footings. This bearing capacity may be increased by one-third when considering wind and/or seismic forces. SCS&T 8721116 July 22, 1987 Page 5 (. REINFORCEMENT: Both exterior and interior continuous footings should be reinforced with two #4 bars positioned near the bottom of the footing and two #4 bars positioned near the top of the footing. This reinforcement is based on soil characteristics and is not intended to be in lieu of reinforcement necessary to satisfy structural considerations. INTERIOR CONCRETE SLABS-ON-GRADE: Interior concrete slabs-on-grade should have a minimum, actual thickness of six inches and be underlain S by two-inch blanket of clean poorly graded coarse sand or crushed rock. The slabs should be reinforced with No. 3 reinforcing bars placed at 12 inches into the footings. The rebars should be extended at least 12 inches into the footings.. Where moisture sensitive floor coverings are planned, a visqueen barrier should be placed in the middle of the sand layer. A two-inch-thick layer of clean sand should be placed over the visqueen to allow proper concrete curing. Consideration should be given to utilizing raised wooden floors in lieu of concrete slabs if existing loose surficial soils are not densified. EXTERIOR SLABS-ON-GRADE: Exterior slabs should have a minimum thickness of four inches. Walks or slabs five feet in width should be reinforced with 6"x6-W1.4xW1.4 (6x6u_10/10) welded wire mesh and provided with weakened plane joints. Any slabs between five and ten feet should be provided with longitudinal weakened plane joints at the center line. Slabs exceeding ten feet in width should be provided with a weakened plane joint located three feet Inside the exterior perimeter as indicated on attached Plate Number 7. Both traverse and longitudinal weakened plane joints should be constructed as detailed in Plate Number 7. Exterior slabs adjacent to doors and garage openings should be connected to the footings by dowels consisting of No. 3 reinforcing bars placed at 18-inch Intervals extending 18 inches Into the footing and the slab. • FOUNDATION EXCAVATION OBSERVATION: If the existing loose surficial soils are not denslfled, the foundation excavations should be observed 40 SCS&T 8721116 July 22, 1987 Page 6 by a representative of this office prior to footing and/or the placement of steel. The purpose of this is to ascertain that the actual soil conditions exposed in the footing excavations are substantially similar to those anticipated and the required depths have been obtained. SETTLEMENT, CHARACTERISTICS: The anticipated total and/or differential settlements for the proposed structure may be considered to be within tolerable limits provided the recommendations presented in this report are followed. The client should recognize that any time additions are constructed to an existing structure, minor differential settlements may occur between existing and new construction. This usually manifest only as minor cosmetic damage, nondetrimental to the structural integrity of the building. EXPANSIVE CHARACTERISTICS: The prevailing foundation soils were found to s be low td moderately expansive. The recommendations contained in this report reflect a moderately expansivecondition. LIMITATIONS The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations and/or cut and fill slopes may be Influenced by undisclosed or unforeseen variations In the soil conditions that may occur in the Intermediate and unexplored areas. Any unususal conditions not covered in this report that may be encountered during construction should be brought to the attention of the soils engineer so that he may make modifications If necessary. In addition, this office should be advised of any changes in the project scope or proposed site grading so S SCS&T 8721116 July 22, 1987 Page 7 that it may be determined if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. If you have any questions regarding this report please contact our office. Respectfully submitted, SOU ERN C LIFORNIA 0 & TESTING,,. INC. di 6? 40 Ex (1) SCS&T, Escondido 0 0 I 'U I PROPOSED ADDITION I - - - - j I [ EXISTING DWELLING -. ADDITON I LEGEND S.,. TRENCH .5.. S... VA SCALE r320' 0 10 2030 40 SOUTHERN CALIFORNIA Gilbert Residence SOIL & T!STINQ,INC. BY: DBA DATE: 7-23-37 JOB NUMBER: ate No. 1 S S S SUBSURFACE EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION GROUP SYMBOL TYPICAL NAMES COARSE GRAINED, morethan half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS OW Well graded gravels, gravel- More thanhaif of sand mixtures, little or no coarse fraction is fines. larger than No. 4 OP Poorly graded gravels, gravel sieve size but sand mixtures, little or no smaller than 3". fines. GRAVELS WITH FINES GM Silty gravels, poorly graded (Appreciable amount gravel-sand-silt mixtures. of fines) GC Clayey gravels, poorly graded gravel-sand, clay mixtures. SANDS CLEAN SANDS SW Well graded sand, gravelly More than half of sands, little or no fines. coarse fraction is SP Poorly graded sands, gravelly smaller than No. 4 sands, little or no fines. sieve size. SANDS WITH FINES SM Silty sands, poorly graded (Appreciable amount sand and silty mixtures. of fines) Sc Clayey sands, poorly graded sand and clay mixtures. FINE GRAINED, more than half of material is smaller than No. 200 sieve size. SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plas- ticity. Liquid Limit CL Inorganic clays of low to. less than 50 medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. 01 Organic silts and organic silty clays or low plasticity. SILTS AND CLAYS NH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Liquid Limit CH Inorganic clays of high greater than 50 plasticity, fat clays. OH Organic clays of medium to high plasticity. HIGHLY ORGANIC SOILS PT Peat and other highly Organic soils. - - Water level at time of excavation CK - Undisturbed chunk sample or as indicated BG - Bulk sample US - Undisturbed, driven ring sample SP - Standard penetration sample or tube sample SOUTHERN CALIFORNIA Gilbert Residence SOIL & TESTING,INC. BY: DBA DATE: 7-23-87 JOB NUMBER: 8721116 1 Plate No. 2 IL TRENCH NUMBER .1 - iz I -a - ELEVATION CL . U) IL Ul C.' DESCRIPTION 0- — SM Brown SILTY SAND (TOPSOIL) Humid 1 BAG 2 • CK SM Light Reddish Brown SILTY Humid k SAND (TERRACE DEPOSITS) ZZ -C A. 49 0 CL z ,-- ow I - lu U a 0. 3 cc 0 uJ.- cc - -I- Oz 0 C.) cc I-C) z I- 0 Loose Loose to Medium Dense Medium Dense to Dense Trench ended at 4' 400 vW 4 TRENCH NUMBER 2 - - - SM Brown SILTY -SAND -(TOPSOIL) Humid 1 SC Brown CLAYEY SAND (SUBSOIL) Humid 2 BAG - SM Light Brown SILTY SAND Humid 3 (TERRACE DEPOSITS) CK BAG 'V Trench ended at 4' Loose Medium Dense Medium Dense to Dense ,SOUTHERN CALIFORNIA SOIL & TESTING,INC. SUBSURFACE EXPLORATION LOG LOGGED BY: JH DATE LOGGED: JOB NUMBER: 8721116 Plate No. 3. TRENCH NUMBER 3 W. I W ELEVATION I- o 'flu, U, IL 0 U DESCRIPTION — — - SM Brown SILTY SAND (TOPSOIL) Humid - - Yellow Brown - Sti Yellow Brown SILTY SAND Humid - (TERRACE DEPOSITS) 4- 1 U) > - JU ,_z U Q. O O 0 cc O. cc 0 Loose Med i urn Dense to Dense Trench ended at 4' ,SOUTHERN CALIFORNIA SOIL & TESTING,INCS SUBSURFACE EXPLORATION LOG LOGGED BY: JH 'DATE LOGGED: JOB NUMBER : 8721116 I Plate No. 4 7687 Li L EXPANSION INDEX TEST RESULTS SAMPLE P2@1.5'-2.5 CONDITION Remolded INITIAL M.C.(1.) 11.1 INITIAL DENSITY (PCr, 105.8 FINAL M.C. (•I.) 23.9 NORMAL STRESS(PSF) 144.7 EXPANS1ON INDEX 75 SOUTHERN CALIFORNIA SOIL & TISTINOINC. L4~ __________________________________ Gilbert Residence my: DBA DATE: 7-23-87 JOS NUMBER, 8721116 Plate No. 5 SINGLE POINT CONSOLIDATION TEST RESULT SAMPLE NUMBER P1@3.5' P2@3' - INITIAL MOISTURE, 3.0 4.1 - INITIAL DENSITY, PCF 119.2 109.8 - % CONSOLIDATION AFTER WATER ADDED 1.7 1.0 - % CONSOLIDATION BEFOREWATER ADDED 3.0 1.4 - FINAL MOISTURE, % 9.8 13.4 - AXIAL LOAD, KSF 2.58 2.58 <* SOUTHERN CALIFORNIA Gilbert Residence > SOIL & TI$TING,SNC. DBA DAM 72387 liom tiumeam: 8721116 1 PlateNo. 6 TRANSVERSE 3 3' WEAKENED 4 4 PLANE JOINTS I I S' ON C ENTER SLABS IN EXCESS OF SLABS 5 TO 10 10 FEET IN WIDTH FEET IN WIDTH PLAN NO SCALE TOOLED JOINT 1/2 1-1/4 J \6x 6"-10/10 WWM CONTINUOUS WEAKENED PLANE JOINT DETAIL NO SCALE - .(11hert Rsidence SOUTHERN CALIFORNIA SOIL & TESTING, INC. BY: DBA JDATE: 7-23-87 JOB NUMBER: 87211161 Plate No. 7 PROPOSED GILBERT ADDITION, 2325 PlO PICO DRIVE, CARLSBAD RECO?V4ENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS GENERAL INTENT The intent of these specifications Is to establish procedures for clearing, compacting natural ground, preparing areas to be filled, and placing and compacting fill soils to the lines and grades shown on the accepted plans. The recommendations contained in the preliminary geotechnical investigation report and/or the attached Special Provisions are a part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict. These specifications shall only be used in conjunction with the geotechñlcal report for which they are a part. No deviation, from these specifications will be allowed, except where specified in the geotechnical soil report or In other written communication signed by the Soil Engineer. OBSERVATION AND TESTING Southern California Soil and Testing, Inc.,. shall be retained as the Soil Engineer to observe and test the earthwork in accordance with these specifications. It will be necessary that the Soil Engineer or his representative provide adequate observation so that he may provide an opinion that the work was or was not accomplished as specified. It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes and new information and data so that he may provide these opinions. In the event that any unusual conditions not covered by the special provisions orpreliminary soil report are encountered during the grading operations, the Soil Engineer shall be contacted for further recommendations. If, in the opinion of the Soil Engineer, substandard, conditions are encountered, such as; questionable or unsuitable soil, unacceptable (R-1O/85) SCS&T 8721116 July 21, 1987 Appendix, page 2 moisture content, inadequate compaction, adverse weather, etc., construction should be stopped until the conditions are remedied, or corrected or he shall recommend rejection of this work. Test methods used to determinethe degree of compaction should be performed in accordance with the following American Society for Testing and Materials test methods: Maximum Density & Optimum Moisture Content - A.S.T.M. D-1557-78. Density of Soil In-Place - A.S.T.M. D-1556-64 or A.S.T.M. D-2922. All densities shall be expressed in terms of Relative Compaction as determined by the foregoing A.S.T.M. testing procedures. S PREPARATION OF AREAS TO RECEIVE FILL All vegetation, brush and debris derived from clearing operations shall be removed, and legally disposed of. All areas disturbed by site grading should be left in a neat and finished appearance, free from unsightly debris. S After clearing or benching, the natural ground In areas to be filled shall be scarified to a depth of 6 inches, brought to the proper moisture content, compacted and tested for the minimum degree of compaction in the Special Provisions or the recommendation contained in the preliminary geotechnical investigation report. All loose soils in excess of 6 inches thick should be removed to firm natural ground which Is defined as natural soils which possesses an in-situ density of at least 90% of Its maximum dry density. S When the slope of the natural ground receiving fill exceeds 20% (5 horizontal units to 1 vertical unit), the original ground shall be stepped S (R-1O/85) 13 0 SCS&T 8721116 July 21, 1987 Appendix, page 3 or benched. Benches shall be cut to a firm competent soil condition. The lower bench shall be at least 10 feet wide or 1 1/2 times the the equipment width which ever is greater and shall be sloped back into the hillside at a gradient of not less than two (2) percent. All other benches should be at least 6 feet wide. The horizontal portion of each bench shall be compacted prior to receiving fill as specified herein for compacted natural ground. Ground slopes flatter than 20% shall be benched when considered necessary by the Soil Engineer. Any abandoned buried structures encountered during grading operations must be totally removed. All underground utilities to be abandoned beneath any proposed, structure should be removed from within 10'feet of the structure and properly capped off. The resulting depressions from the above described procedures should be backfilled with acceptable soil that is compacted to the requirements of the Soil Engineer. This includes, but Is not limited to, septic tanks, fuel tanks, sewer lines or leach lines, storm drains and water lines. Any buried structures or. utilities not to be abandoned should be brought 'to the attention of the Soil Engineer so that he may determine if any special recommendation will be necessary. All water 'wells which will be abandoned should be backfilled and capped in accordance to the requirements set forth by the Soil Engineer. The top of the cap should be at least 4 'feet below finish grade or 3 feet below the bottom of footing whichever is greater. The type of cap will depend on the diameter of the well and should be determined by the Soil Engineer and/or a qualified Structural Engineer. FILL MATERIAL Materials to, be placed in the fill shall be approved by the Soil Engineer and shall 'be free of vegetable matter and other deleterious substances. Granular' soil shall contain sufficient fine material to fill the' voids. (R-10/85) 0 ) SCS&T 8721116 July 21, 1987 Appendix, page 4 The definition and disposition of oversized rocks, expansive and/or detrimental soils are covered in the geotechnical' report or Special Provisions. Expansive, soils, soils of poor gradation, or soils with low strength characteristics may be thoroughly mixed with other soils to provide satisfactory fill material, but only with the explicit consent of the soil engineer. Any import material shall be approved by the. Soil Engineer before being brought to the site. PLACING AND COMPACTION OF FILL. Approved fill material shall be placed in areas prepared to receive fill in layers not to exceed 6 inches in compacted thickness. Each layer shall have a uniform moisture content in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to a minimum specified degree of compaction with equipment of adequate size to economically compact the layer. Compaction equipment should either bespecifically designed for soil compaction or of proven reliability. The minimum degree of compaction to' be achieved is specified in either the Special Provisions or the recommendations contained In the preliminary geotechni cal Investigation report. When the structural fill material Includes rocks, no rocks will be allowed to nest and all voids must be carefully filled with soil such that the minimum degree of compaction recommended In the Special Provisions is achieved. The maximum size and spacing of rock permitted in structural fills and in non-structural fills is discussed In the geotechnical report, when applicable. Field observation and compaction tests to estimate the degree of compaction of the fill will be taken by the Soil Engineer or his representative. The location and frequency of the tests shall be at the Soil Engineer's . (R-1O/85) 71 n SCS&T '8721116 July 21, 1987 Appendix, page 5 discretion. When the compaction test indicates that a particular layer is less than the required degree of compaction, the layer shall be reworked to the satisfaction of the Soil Engineer and until the desired relative compaction has been obtained. Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction by sheepsfoot rollers shall be at vertical intervals of not greater than four feet. In addition, fill slopes at ratios of two horizontal to one vertical or flatter, should be trackrolled. Steeper fill slopes shall be over-built -and cut-back to finish contours after the slope has been constructed. Slope compaction operations shall result in all fill material six or more inches inward from the.finished face of the slope having a relative compaction of at least 90% of maximum f dry density or that specified in the Special Provisions section of this specification. The compaction operation on the slopes shall be continued until the Soil Engineer is of the opinion that the slopes' will be stable in regards to surficial stability. S Slope tests will be made by the Soils Engineer during construction of the slopes to determine if the required compaction is being achieved. Where failing tests occur or other' field problems arise, the Contractor will be notified 'that day of such conditions by written communication from the Soil Engineer or his representative in the form of a daily field report. If the method of achieving the required slope compaction selected by the Contractor fails to produce the necessary 'results, the Contractor shall rework or'rebuild such slopes until the required degree of compaction is obtained, at no cost to the Owner or Soils Engineer. S S (R-10/85) SCS&T .8721116 July 21, 1987 Appendix, page 6 CUT SLOPES The Engineering Geologist shall inspect cut slopes excavated in rock or lithifiedformational material during the grading operations at intervals determined at his discretion. If any conditions not anticipated In the Ll preliminary report such as perched water, seepage, lenticular or confined strata of a potentially adverse nature, unfavorably inclined bedding, joints or fault planes are encountered during grading., these conditions shall be analyzed by the Engineering Geologist and Soil Engineer .to determine if mitigating measures are necessary. Unless otherwise specified in the geotechnical report, no cut slopes shall be excavated higher or steeper than that allowed by the ordinances of the controlling governmental agency. . ENGINEERING OBSERVATION Field observation by the Soil Engineer or his representative shall be made during the filling and compacting operations so that he can express his opinion regarding the conformance of the grading with acceptable standards of practice. The presence of the Soil Engineer or his representative or the observation and testing shall not release the Grading Contractor from his duty to compact all fill material to the specified degree of compaction. SEASON LIMITS Fill shall not be placed during unfavorable weather conditions. When work Is interrupted by heavy rain, filling operations shall not be resumed until the proper moisture content and density of the fill materials can be achieved. Damaged site conditions resulting from weather or acts of God shall be repaired before -acceptance of work. (R-1O/85) SCS&T 8721116 July 21, 1987 Appendix, page 7 RECOMMENDED GRADING SPECIFICATIONS - SPECIAL PROVISIONS The minimum degree of compaction to be obtained in compacting natural ground, in the compacted.fill, and in the compacted backfill shall.be at least 90 percent. Detrimentally expansive soil is defined as soil which will swell more than. 3 percent against a pressure of 150 pounds per square foot from a condition of 90 percent of maximum dry density and air dried moisture content to saturation, or by a soil having an expansion index greater than 30. Oversized fill material is defined as rocks or lumps over 6 inches In diameter. At least 40 percent of the fill soils shall pass through a No. 4 U.S. Standard Sieve. TRANSITION LOTS: Where transitions between cut and fill occur within the proposed building pad, the cut portion should be undercut a minimum of one foot below the base of the proposed footings and recompacted as structural backfill. In certain cases that would be addressed In the geotechnical report, special footing reinforcement or a combination of special footing reinforcement and undercutting may-be required. (R-10/85) CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. f7-5-'R-3 DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92008 (457-4985) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School 189 Union Street 625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: (91 L Le4-7 APN: 1% - -0 Project Address: RESIDENTIAL: SQ. FT. of living area 5-A Ir Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area 9P01 COMMERCIAL/ INDUST . FT. AREA Prepared By Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $, based on t O- sq. ft.@ Comm/Indust Fee Levied: $ based on sq. ft.@ C4 • 's•u tos Sc'kol District Official Title Date AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial.