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HomeMy WebLinkAbout2709 ARGONAUTA ST; ; CB891336; Permit11/06/89 16:25 Page 1 of 1 Development No: Job Address: 2709 ARGONAUTA ST Permit Type: RESIDENTAL ADDITION/ALTERATION Parcel No: 215-420-30-00 Valuation: 41,000 Construction Type: ADD (yi* IPS& Occupancy Group: Description: 2 STORY ADDN 580 SF + 160 DECK BUILDING PERMIT Project No: A8902191 Permit No: CB891336 Str : F1: Ste : 11.99 .:,l/o6::'m !)(>(!I 3:. $2 ?"* ,WT ,~i ?!i3 x;< :,?,, ". 1.: I. Class Code: Applied : 09/05/89 Validated By: JPY Apr/Issue : 11/06/89 Status: ISSUED CONTRACTOR : WOODCRAFTERS/ Rn CON 1525 GRANDWIEW RD Lic. C NO 726-5448 VISTA,CA 92054 ," x** Fees Required *** ected & Credits *** """"""~""_""""" ~"""-'-.Ti"u-*~""""""""""""~ Fees : ~,.~ I 615 ..PO Adjustments: . ao Total Fees: 615.00 ..;. :_ ~, ,. e, . . :. .oo 261.00 354.00 Fee description Ext fee Data -""""""""-"""""""""",-""""""""- '. Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plumbing .Issue Fee > Each Plumbing Fixture or Trap > * PLUMBING TOTAL Enter "Y" for Electric fssus .Fee > *- ', *, . , 356.00 '*, , ,,'I :'. 231.00 ., I , .> ; : > "e ; . ,*. . ' 3.00 ",;,".,*:,:; 590.00 ' I :', ;t7:; '~ 10.00 '_ ~ *#~_ , ,". .. ..*(I, * ., 7.50 Y 2.50 5.00 Y . , 1.00 ,; :.'Z2$0 ., , . .. i .~ * ' ,. Other * ELECTRICAL TOTAL ( $10 Hilii+) '. ' - ' .. 10.00 REMODEL 15.00 CrrY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 4381161 DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT CITY (/I ZIP S,7dd TEL. '?2L.-IWf STATE LICENSENO. qfl fl BUSINESS 0 LICENSE NO. SUBDIVISION LOT(S) LEGAL DESCRIPTION APPLICANT'S SIGNATURE - /c- . DATE 9- FT PLAN ID NO. 59- 1336 WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. CHECK IF SUBMITTED 0 2 ENERGY CALCS 0 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS 0 2 STRUCTURAL CALCS 0 2 SOILS REPORTS 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE LA COSTA LETER SCHOOL FEE FORM P a E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY White. Flle Yellow. Applicant Pink - Finance Gold. Assessor PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 1619) an-1161 1. PERMIT TYPE A - UCanERCiAL UNEU UTENANT IMPROVEMENT EST. VAL PLAN CK DEPOSIT VALID. BY I I DATE I 8 - 0 INDUSTRIAL C -@RESIDELITIAL OAP&RlMENl OCONOO OSINGLE FAMILY DUELLING ~ADDITIONIALTERATION ~~ ONEU OTEWNT IMPROVEMEHT ODUPLEX ~DEMOLlTlou ORELDCATiW OMWILE HWE OELECTRICAL OPLUMBIUG MECHANICAL OPmL OSPA ORElAlNiNG UALL OSOLAR OOlHER -,, 2. PROJECT INFORMATION PLAN CHECK No. 'a7 FOR OFFICF USF ON1 Y kmrehB -1 33.6 am ~nt,o,uvflr~ nuiidlnp 01 suite NO. Nearest c,m* StlPLtS .. . LEUL DESCRIPTIO* Lot No. SuMirision WaneINhr Unit No. Phase NO. L CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB891336 FOR 03/08/90 INSPECTOR AREA TP DESCRIPTION: 2 STORY ADDN 580 SF + 160 DECK PLANCK# CB891336 TYPE: RAD CONSTR. TYPE ADD JOB ADDRESS: 2709 ARGONAUTA ST STR: FL: STE : APPLICANT: ALGER, MIKE PHONE: 726-5448 CONTRACTOR: WOODCRAFTERS/ RH CONST PHONE: OWNER : PHONE : OCC GRP REMARKS: Tl/MH/MIKE/726-5448 SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION 19 29 39 49 19 ST PL EL Final Structural Final Plumbing Final Electrical ME Final Mechanical 29 PL Final Plumbing ST Final Structural 39 EL Final Electrical 49 ME Final Mechanical INSPECTOR ACT COMMENTS " " ***** INSPECTION HISTORY ***** DATE DESCRIPTION 020290 Sewer/Water Service 020290 Exterior Lath/Drywall 011890 Frame/Steel/Bolting/Welding 011890 Rough/Topout 011890 Rough Electric 122189 Frame/Steel/Bolting/Welding 122189 Shear Panels/HD's 111389 Ftg/Foundation/Piers 111389 Underground/Under Floor 110889 Ftg/Foundation/Piers 110889 Underground/Under Floor 122189 Roof/Reroof ACT INSP COMMENTS AP TP AP TP CO TP CO TP CO TP AP TP EXT ONLY AP TP AP TP AP PK AP PK CO TP CO TP .. ; ,I ' COWKCTION LABS, INC. Ftst Office Box 271338, Escondido, CA 92027 SOIL TESTING a INSPECTION SERVICES ~ (619) 741-5289 '* " FIELD DENSITY TESTS . ASTM D2922 -9 a,, JebnBJ- :.I kb No. ab'5 oM. g;/-2*gs I Shoot- Of bbchinc NO. T&j-6 noun ". 2 B% Ts hbnndn TO: Mik a f IIIIIIIII~IIIIIIIIIIIIIIIJ ~i~~~"~"""-*""-"."c-"C""-"---~C""-cc"-*Ct.~. ,. , ., ,. ',". .; .. . ~, . .. *. "" ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 560-1468 DATE : I /6 /64 JURISDICTION: C3Rl s EA13 PLAN CHECK NO: 67- (33G SET: 7 EUPS PROJECT ADDRESS: 2?O> &GOn/A- sr ODESIGNER @ necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified checked by building department staff. The plans transmitted herewith have signif icant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is 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 are resolved and 0 identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. . 0 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 ais advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: By : J RSCM Enclosures: ESGIL CORPORATION OGA OAA Ovw ODM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 560-1468 DATE : (0 /3" /Bs JURISDICTION: UCLL BAO OFILE COPY OUPS PLAN CHECK NO: 89- I336 SET: PROJECT ADDRESS: 270 5 n)rn,W PROJECT NAME: dh u-7- /ho~l7)dJ 4 DDESIGNER 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. "0 identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies . and resubmitted for a complete recheck. The plans are being held at Esqil Corp. until corrected The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the a jurisdiction to return to the applicant contact person. @ The applicant's copy of the check list has been sent to: )r*lftfi Af6fK / 5-25 GlWro L///fd /E,> bISh 9 ZOSY Esqil staff did not advise the applicant contact person that plan check has been completed. .m Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: By : P fisc% Enclosures: ESGIL CORPORATION 1 OGA OAA Ovw ODM " '< JURISDICTION: Date.-. PROJECT ADDRESS: 2707 PL6ONAufl ST - .~~ . TO: P.rTE A/L&C PLAN CORRECTION SHEET Plan: neck No. 67- 1336 "_ -- . .~ . .. FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Buildina Code. Uniform .. . .. E Plumbing Code, Uniform kchanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for regulations enforced by the Building Inspection the handicapped. The plan check is based on based on laws and ordinances enforced by the Department. You may have other corrections Planning Department, Engineering Department or other departments. modification or change. All circled items have The items circled below need clarification, to be satisfied before the plans will be in conformance with.the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, violation of any state; county or city law. the approval of the plans does not permit the 'E to: this aheet haa been made and return thia check ahcct with tho revised plana. 3 The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if You have any questions regarding these items. - .. "_ " - Date plan=.- lo/;? Date plan cheek cmpleted IOho BY ? rsLl% Dater SLY CITY OF CARGSBAD Prepared byt 0 fys VALUATION AND PUN CHZCK FEE 0 PLAN CHECK NO. 87 -1336 Bldg. Dept. Esgil BUILDING ADDRESS 7 704 AR6Q.UJthJrrF Sr APPLICANT/CONTACT PHONE NO. BUILDING OCCUPANCY E3 DESIGNER PHONE TYPE OF CONSTRUCTION Td CONTRACTOR PHONE SUILDMG PORTION VALUE VALUATION BUILDING AREA MULTIPLIER nwst NO 516- GBW 760 SsI Oh* 1 Tis0 7 75' ldo I I I 1 I I I I Fire Sorinklers I Total Value li u n, I 1 X321tO .. . -. .. . .. Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. snEm I OF ( 12/01 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 02 123 (619) 5601468 DATE : ?/I 5 hi JURISDICTION: PLAN CHECK NO: 87- /T>c SET: T UUPS CITY OF CARLSBAD OFILE COPY CDESIGNER PROJECT ADDRESS: 7-70 9 &~ONJVWTA sr d PROJECT NAME: I fhJLC7 A20 IT The plans transmitted herewith have been corrected where building codes. 0. with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 0 necessary and substantially comply with the jurisdiction's 0 identified on the enclosed check list and should be corrected The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. .' The applicant's copy of the check list has been sent to: , I. Ar 6LC /TLC 6.L- I,IE~$ vtr "- 920~ Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: By : 17 fisccn/;e ESGIL CORPORATION t/, Enclosures: OGA OAA Ow ODM Date plans received by jurisdiction: Date plans received by Esgil Corporation: 9/6 Date initial plan check completed: ?//F/h By: P mc 1& Applicant contact person: c__ Telephone: FoRBaxu: PLEbSERBAD 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 handicapped. The plan check is based on conservation, noise attenuation and access for the Department. You may have other corrections based regulations enforced by the Building Inspection Engineering Department or other departmants. on laws ad ordinances by the Planning Department, Present California law mandates that residential constxuction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31\87) 1985 UPC (eff. 3130187) 1987 NEC (eff. 10128187) 1985 UHC (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 me. All items have to be satisfied before the plans will be in conformance with th 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 speed UT) the recheck Drocess. note on this lis< lor a CODV) where each correction item has been addressed i.e.. 01m sheet. suecification. etc. Be sure to enclose the marked UD list when YOU submit the revised plans. I. - muTS l&f! Show on the title sheet all structures, pools, 3 Please de all corrections on the original tracings and submit two new sets of prints, and walls, etc. included under this applicition; hy portion of the project shown on the site ~lan that is not included with the buildinz any original plan sets that may have~been pennit application filed should be clearly returned to you by the jurisdiction, to: identified as "not included." Esgil Corporation, 9320 Chesapeake Drive, Suite 1208, San Diego, California 92123, (619) 560-1468. f 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 J name of the legal omer and name of person responsible for the preparation of the plans. Section 302(a)7. @ All sheets of plans mst be signed by the person responsible for their preparation. (California Business and Professions Code). @ P+s, specifications and calculations shall be slgned by the California state licensed preparation, for plans deviating from engineer or architect responsible for their conventional wood frame construction. Specify Business and Professions Code). expiration date of license. (California ,d Specify on the Title Sheet of the plans the project including dwelling, _. garage, carport, gross floor area of each .element of this patio, deck and balcony. Section 302(c). /. Suhnit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proFosed 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 minjlmtm slopes. Section 302(c). Indicate distance from property lines to proposed building. Section 302(c). )d Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. FrmprcmlXIoII /"' Dterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Such walls shall have 30 exceeds 1,000 square feet on any floor. inch parapets when the building floor area (Table 5-A, Section 1709 (a)). Projections, including eaves, may not extend f more than 12 inches into the 3 foot setback from the property line. Section 1710. 7 than 30 inches from the side and rear property Eaves over required windows shall be not less lines. Section 504. Plastic skylights shall not be installed 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. hour fire-resistive construction, heavy thber Projections, including eaves, shall be one- or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. 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. A smoke detector shall be installed in the basement of dweiling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounling device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existinct bedrooms per item 16 above. ~~ SI10189 2 Habitable rooms, other than kitchens, shall contain at least 70 souare feet of floor area. At least one room shail have not less than 120 square feet of floor area. Section 1207 (b). ~~~~~ "" Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms mst be 1/20 of the floor area and a' minimum of 5 square feet. In -bathrooms; laundry rooms and minimum is 1.5 sq. ft. (Section 1205 (a)). similar rooms 1/20 of area is required and At least 112 of the comon wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a' roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). providing five . air changes per hour in Provide mechanical ventilation capable of bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room other than a kitchen, shall be less than 7'0' in any dimension. Section 1207 (c). @ Show that ceiling height for habitable rooms is #. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum 3$ water closet compartments and 24" clearance in Dimension on the plans the 30" clear width for front of water closet. Section 511 (a). . Specify safety glazing for glazing in hazardous t6 locations such as glass doors, ,glazing adjacent to such doors and glazing adJacent to walking surfaces. Section 5406. a minimum of 7'6". Section 1207 (a). . of 7'0". Section 1207 (a). d h,w7LL, fi AW,S b,lus-s AaSrlC6cr i-u 00% ar ?An0 31. 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. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic shower floor). Section 5406 (d) 5. (including windows within 5 feet of tub or 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. sh ,.=Lyt ne S?u~r/amw~ A mezzanine is an intermediate floor and may r/ not have a floor area exceeding 33 113 percent The mezzanine floor must have a clear height of the total floor area in the room below. of 7 feet, above and below, and must have the posts and protective walls or railings not long side open to the room below except for 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. Section 1716. -. srNRuAYs. urn ruILays f less than 2 exits. Occupied roofs may have . Floors above the second story shall have not one exit if such occupied areas are less than 500 souare feet and located no hieher than immediately above the second story. Section 3303 (a). - f Required exit doorways shall be not less than 36" in width and not less than 6'8" in and shall be capable of opening at least 90 height, degrees. Section 3304 (e). @ Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less thrm 6". Section 1711. @ Show how guardrail connection details are adequate to support 20 pounds per lineal foot ht a right angle to the top rail. Table 23-B. Provide stairway and landing details. Section 3306 (b) b (e). a. 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. b. Minimum headroom is 6'6". C. Minimum width is 36". handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail for stairways with 4 or more risers. b. Handrail shall be 30" to 34" above the nosing of treads. C. Ihe handgrip portion of handrail shall be not less than 1 114" nor more than 2" in cross-sectional dimension. Every staimay landing shall have a dimension, measured in the direction of travel, at least need not exceed 36 inches. Section 3306 (g), equal to the stairway width. Such dimension 3304 (i). A door may open inward at the top step of a stairway provided the top step is not more than 7 112" lower than the floor level. Section 3304 (h). 'Provide details of winding stairway complying with Section 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 112 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 112 inches. Haximum clear opening between risers is 6 inches. C. Minimum headroom is 6 feet 6 inches d. The tread mst provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. f exits when the area served is greater than 400 Spiral stairways may not be used for required sq. ft. Section 3306 (f). . Provide I.C.B.O. Research Report and number iA for metal stairway, or submit plans and calculations and approved fabricator note that the stairway fabrication plans shall registered with the building department or be submitted to and approved by the building official prior to installation. f 314 hour fire-rated assemblies for all In buildings over 2 stories in height, provide 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). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire protection rating when the stair serves a assemblies having a three-fourths-hour fire 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). ,$ 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 f Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). (m). # Specify roof slope. '' specified. Table 32-B; Section 3203 (h). Roof slope is not adequate for roof type ,d Specify roof material and application. Cnrpter 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. 5/10/89 4 Ihe mimum sloDe for a fire retardant built- ~~~~ ~ ~ up roof, with-pock 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 112 inch in 12 inches. Section 3203 (e) 3. Specify minimum 114 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 "d 5207 or provide I.C.B.O. 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 11150 of attic area Or 11300 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). Provide fireplace construction details or note construction to be per attached fireplace standard drawing. olapter 37. attached to wood in Seismic Zones 3 and 4, Show anchored veneer support and connections comply with Section 3006 (d)l and Section 2515 joints. (a). Show ties and #9 wire in horizontal 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 in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per whichever is greater. Cross grain tension or lineal foot or the actual design load, bending in wood ?edgers is not permitted. Section 2310 h 2512 (j)3A. Provide details for damp proofing the usable space exists on the interior side of the foundation walls, below finish grade, where walls. Section 1707 (d). ld. Show a minimum 2" air space and flashine I / between planter and building'walls. Section 2516 (c) 7. f the garage side of walls and ceiling common to 7 . Garage requires one-hour fire protection on the dwelling. Table 5-B, Section 503 (d). +, 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) d! Show 1 318" solid core self-closing door for openings between garage and dwelling. Section 503 (d). . Garages are not permitted to open into a room used for sleeping purposes. Section 1104. . 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 holddohns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 112 to 1 for height-to-width. Table 25-1. 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). 'p/. water heater, or other device in the garage Provide an 18" raised platform for any FAU, which may generate a flama or spark. UnC Section 508, UPC Section 1310 (a). FcQnMTIoA Fa 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). -5-fi.6 bLLchl 80. The foundation plan does not coFly with the soils report recormendations for this project. Please review the report and modify design, notes and details as required to show compliance: "_ ~ 81. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 82. 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 properly incorporated into the construction reconmendations in the soils report are documents [when reauired bv the soil reDort). pi or equal. Section 2516 (c) 3. f Section 2907 (f). f of power driven pins. Show edge and end Specify size, I.C.B.O. number and manufacturer distances and spacing. Section 302 (c). Show foundation sills to be pressure treated, Show foundation bolt size and spacing. 1, 83. The soils report reconmendations excavations be reviewed by soils engineer. Note on the %. If required, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). foundation plan that "Prior to the contractor requesting a Building Department foundation 'f If hold downs are required, note on plan that inspection, the soils engineer shall advise the hold dohn anchors must be tied in place prior building official in writing that: to foundation inspection. Section 305 (e) 1. ~ .. ~. 1. The building pad^ was prepired in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations, formings and reinforcements comply with the soils report and approved plan." f. Show height of all foundation walls. Chapter 23. walls. Chapter 23. Show height of retained earth on all foundation 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. ,$ Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). @ away from building and show drainage pattern Note on plans that surface water will drain and key elevations. Section 2905 (f). For buildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall at wint . of discharee or the inlet of an extend above the elevation of the street gutter ~~ ~~~ apprbved drainage deviie a minimum of^ 12 inches plus 2 percent. Dimension foundation per U.B.C. Table 29.4: Footin SUDDOrted" Stewall Width dSS 1 2 6" 12" 12" 8" 6" 3 15" 18" 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. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). { Show on the plans stepped footings for slopes steeper than 1:lO. Section 2907 (c). bottom of floor joists and minimum 12" Show minimum 18" clearance from grade to clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into pd undisturbed soil. Table 29-A. 198 Show,minimum underfloor access of 18" x 24". Section 2516 (c). '. sq. ft. for each 150 sq. ft. of underfloor Show minimum underfloor ventilation equal to 1 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. be pressure treated per UBC Std. No. 25-12. . Specify that posts embedded in concrete shall Section 2516 (c) 1. wall and main cross-stud partition shall be Show wall bracing. Every exterior wood stud braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (9) 3. . In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at ea& end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3. ~ 5/10/89 6 td: and rafters 12" or more in depth shall be . Note cross bridging or blocking. Floor joists supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. y . . # td Show blocking at ends and at supports of floor JOlStS, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 7. Show double joists. Floor joists shall be parallel with the joists. Section 2517 (d) 5. doubled under bearing partitions running 8. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, mire than the depth of the joist. Section 2512 (a) 5. Show rafter ties. Rafter ties shail be spaced 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- F t" 0. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. ,$. Show double top plate with minb 48" lap splice. Section 2517 (g) 2. #* '25-Q. Show nailing will be in compliance with Table . Show or note fire stops at the following locations per Section 2516 (f): a. b. C. d. partitions, including furred spaces, at In concealed spaces of stud walls and the ceiling and floor levels and at 10 foot intervals along the length of the wall j 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 ru and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and chimeys, fireplaces and similar openings in openings around vents, pipes, ducts, which afford a passage for fire at ceiling and floor levels, with noncombustible materials. spacing. Maximum allowable max. 10'; Non-bearing: 2 x 4 IMX. 14', 2 x 6 stud heights: Bearing wall: 2 x4 and 2 x 6 IMX. 20'. Table 25-R-3. $, Studs supporting two floors, a roof and Table 25-R-3. ceiling must be 3 x 4 or 2 x 6 at lb" O.C. d. 'Note on A.I.T.C. Certificate of Comliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). 9,. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). #. roof and floor diaphragms, to shear walls. Detail shear transfer connections, including 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)). 0. Show 3" x 4" or 2" x 6" studs in first story f' of three story building. Table 25-R-3. . Provide truss details and tms calculations for this project. identification numbers on the plans. Specify truss Show 112" minZrrmm clearance between top plate '' of interior 'pktitions and bottom chord of tmsses. (To ensure loading will be as designed). #. Provide roof framin plan and floor framing , plan. Section 302 (cf. 44. Provide framing sections through Section 302 (c). J +' wide. Section 2517 (9) 5. 5 Specify all header sizes for opening over 4' 6. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). . Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) Y i"' . 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.. proJect at least 8 inches above exposed ground Individual concrete- or mahonry piers shall 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. y* . . Show location of attic access with minimum size 22" x 30". Section 3205. @ units in a duplex. Section 2516 (f). Show draft separation for attic areas between . Specify plywood thickness, grade and panel identification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). f 14" high, framing shall be solid blocking. 5. If foundation cripple wall studs are less than Section 2517 (9) 4. f- 9- 6. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches bv 6 inches when supporting 2 stories. Section 2517 (9) 4. Show plpood shething over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plyvood used for exterior wall . covering shall be the exterior type. Section 2516 (i), '2516(n)3. xE(BAIIIuL IuRIRwD( KEciAHIuL ODDQ All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. . Show the size, location and type of all Iri heating and cooling appliances or systems. #. Show source of combustion air to furnace, per Chapter 6, UHC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet basis for compliance. UBC, Sec. 1211. above the floor in all habitable rooms. Show (5 nf& hXqnN6 pb M6aUfiN' StWW SI= 7. Show minunun 30 deep unobstructed working space in front of furnace. Section 505, UHC. Note on plans, "clearances to be per manufacturer's listing." Section 504, UHC. . 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 UHC. Ivf fireplace. Show I.C.B.O. approval number for prefab + to be minimum 30 inches by 30 inches. lf Note that passageway to the attic furnace shall be unobstmcted and have continuous solid flooring not less than 24 inches wide. Section 708 UHC. . Show access to the attic or underfloor furnace Section 708 h 709 UHC. Show permanent electrical outlet end lighting fixture controlled by a switch for the attic furnace. Section 708 UHC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. . .. 4. Detail truss layout for 30" x 30" attic access, ,?54 NOte on ,plan: Gas Vents and non-combustible plpmg, in walls, passing through three floors or less shall be effectively draft StoDDed at sf required for equipment in the attic. each floor or ceiling. _. . Ridges, hips, and valleys shall be at least one LBC, Section 1706 (a) 6. size larger than supported rafters. Section 2517 (h) 3. .y. Provide dryer vent to outside. UHC, Section , 1903. . In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (a). All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is panel schedule and load calculations. over 200 amps, submit single line diagram, $. Show location of all electrical receptacles. 6. Electrical receptacle locations andlor spacing r/ is not adequate in 4./ Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 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. Note electrical system ground to be provided per NEC, Art. 250-81. 4 @. Show water heater size, type and location on plans. WC, Section 1301. fuel burning water heater. If wall open 1. Show source for providing combustion air to an enclosure are used, at least one-halfyth: required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, l~ Section 1307. . Fuel combustion water heater shall not be opening into bath or bedroom. UPC, Section installed in bath or bedroom or in a closet . 1309. . Provide adequate barrier to protect water heater from vehicle damage. WC, Section 1310. . Show T and P valve on water heater and show WC, Section 1007 (e). route of discharge line to exterior. Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices. UPC, Section 1003(h) h ti). / Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Show details of duplex cornon (party) walls and floorlceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class Title 25. (IIC) rating on floorlceiling of 50 decibels. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or hesting ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Provide insulation in valls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. lm0m CDRmmMI $0. Permit applications received after June 30, Energy Standards. Provide plans, calculations 1988, are regulated by the new Residential and worksheets to show compliance. r/ 1. The new regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. r"' . Section 1403(a)l, Title 24, states that Form CF-lR shall be signed by the person responsible for its preparation. Zhe signer engineer, electrical engineer, architect, shall be a civil engineer, mechanical general building contractor, mechanical contractor, or electrical contractor licensed or registered to prectice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. All energy items shown on the plans mst be in properly completed Form CF-1R. agreement with the infonnation shown on the mandatory energy conservation requirements as Specify on the buildine ~lans all of the listed on the enclosure titled, "Mandatory Enerw Conservation Reouirements". Show the make, model and efficiency of the heat loss calculations if the output exceeds space heating (or cooling) system and provide 45,000 BTUlHr. For room additions, show that the glazing area of the addition does not exceed 16Z of the newly-conditioned floor area, plus glazing ramcved or relocated due to the addition. fl. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(3). rS on the following page. . Please see additional corrections, or remarks, CUUAfUD S.P.D. h DUPLEX t.4 7. See attached energy packages. Energy conservation design should be for Zone Floor drains must have auto-prima (city policy). fans cannot be ductless type (city 7 2. New residential units !mst be pre-plumbed for jacks must be installed" where the water heater future solar water heating. Note "two roof the most south facing roof (City Ordinance No. is in the one story garage and directly below 8093). d. 83. Note "two 3/4" copper pipes must be installed to the most convenient future solar panel story garage and is not directly below the most location when the water heater is not in a one south facing roof. (City Ordinance No. 8093). . All piping for present or future solar water heating mst be insulated when in areas that are not heated or cooled by mechanical meaw (city policy). attached Policy 80-8, where interior living Incorporate the waterproofing details, on the wall(s). space occurs below grade at the masonry 0 186. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. residential buildings, including require a soils report. Please submit two copies. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and colunm supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). UBC Adopting Ordinance 8792 requires Fire Retardant roof on all stmctures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two parking washing machines, etc. Show compliance. spaceslunit with clear area of 20'xZO' i.e. no 0 on the following page. 191 Please see additional corrections, or remarks, 'be City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 6191560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact P f=rSC~ 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 6191438-1161. lhsnk you. Enclosures: 1. _. .. I! I II I . .. DEVELOPMENTAL SERVICES BUILDING DEPARTMENT &itp of &atI$bab THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING - ..-n Assessor's Parcel Number Quantity of Gradfng in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Comnission or City Council Action oh this Property: Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit. Specfffc Plan, . Site Development Plan PUN CHECK NUMBER 85- /33c cd 112383 Dater ?/Y CITY OF CARLSBAD Prepared by: 0 Bldg. Dept. 0 Esgil ?G VALUATION AND PUN CHFCK FEE PLAN CHECK NO. 87 -1336 BUILDING ADDRSS 7704 &C60,uAwW Sr AP?LICANT/CONTACT PHONE NO. BUILDING OCCUPANCY E3 DESTCNER PHON€ TYPE OF CONSTRUCTION Zd CONTRACTOR PHONE SUILDING PORTION VALUE VALUATION BUILDING AREA MULTIPLIER tt6Vs.L NO 1530 4 75- f 60 Oh* 39 YVO G 8d sbu Plan Check Fee S s ~~ Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET ( OF / 12/81 I: on0 ENGINEERING CHECKLIST BUILDING PLANCHECK DATE : PROJECT ADDRESS: 2709 &&wmt~ 6,: N/A - NOT APPLICABLE PROJECT NAME: Afls &x# 7B.d .. LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance J4. No discretionary approvals were required. - 5. Project complies with all Engineering Conditions of Approval for Project No. - 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Date: Field Review - 7. Field review completed. No issues raised. - 8. Field review completed. The following issues or discrepancies with the site plan were found: - A. Site lacks adequate public improvements. - B. Existing drainage improvements not shown or in conflict with site plan. - C. Site is served by overhead power lines (Future Improvement Agreement required). D. Grading is required to access site, create pad or provide for ultimate street improvement. E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedication Requirements __ 9. No dedication required. - 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1/2" 'x 11" plat map and submit with a title must be approved and signed by owner(s) prior to issuance of report and the required processing fee. All easement documents Building Permit. The description of the dedication is as follows: Dedication completed, Date: By : Improvement Requirements - 41. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. - 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of appropriate improvement plans and submit for separate plan check the City Code. Please have a registered Civil Engineer prepare must be approved, appropriate securities posted and fees paid process through the Engineering Department. Improvement plans prior to issuance of permit. The required improvements are: Improvement plans signed, Date: By : - 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a recent title report on the property so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notorized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: By : Grading Requirements - 13a. Inadequate information available on' site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). 114. No grading required as determined by the information provided on the site plan. - 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate NOTE: The Grading Permit must be issued and grading plan check and approval through the Engineering Department. substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By : Miscellaneous Permits - 16. Right-of-way Permit not required. - 17. Right-of-way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: , - /la. Sewer Permit is not required. - 19. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. LO. Industrial Waste Permit is not required. - 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City be issued prior to occupancy. approval prior to issuance of Building Permits. Permits must Industrial Waste Permit accepted - Date: By : Fees Required 22. Park-in-Lieu Fee -4 Quadrant: - Fee Per Unit: u Total Fee: A@ 23. Traffic Impact Fee Fee Per Unit: - 24. 25. 26. 27. 20. Bridge and Thoroughfare Fee Fee Per Unit: - Total Fee: 91.a Public Facilities Fee required. U Facilities Management Fee Zone: 6 Fee: “we+ Permit No. - EDU’s: -4 Fee : 0 Sewer Lateral required: Fee : ENGINEERING AUTHORIZATION TO ISSUE PERMIT PLANNING CHECKLIST "d Gn SSS nun 000 000 Type of Project i a Item Complete 0 Item Incomplete - Needs your action was identified 1, 2, 3 Number in circle indicates plancheck number that deficiency Environmental Review Required: YES - NO -& TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES - NO TYPE APPROVAL/RESO. NO. DATE : OTHER RELATED CASES: PROJECT NO. Compliance with conditions of approval? If not, state conditions which require action. Conditions ofAApprova1 -. , .. -. .? .~ I - _. .. . .-."".. .- .. - Landscape: YES - NO .- DATE OF ~@OV?.L: .. Compliance with conditions of approval? If not, state-conditions which require action. Conditions of Approval .~. ". - 000 000 ,- Go do 0'0 0 Coastal : YES - NO* DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ,, L ,~ , Site Plan: 1. Provide a fully dimensioned site plan drawn;to scale. Show: North arrgw, property lines, easements, existin,g .and proposed width and dimensioned setbacks. structures',' streets, existing street improvements, ?$ght-of-way 2. Show on Site Plan: Finish floor elevations., elevations of finish grade adjacent to building, existing topographj.ca1. lines, existing and proposed slopes and driveway. .I I; _.i ..I .. . ., .. 3. Provide legal description of property. 4. Provide assessor's parcel number. ,.2.4 Zoning: 1. Setbaqks: Front: Required Int. Side: Shown Required Shown ' . .. ,: Street Side: Required Shown Rear: Required - Shown 2. Lot coverage: Required Shown 3. Height: Requi red Shown .. . ,. 4. Parking: Spaces Required Shown Guest Spaces Required Shown Additional collllents and remarks have been made on the burlding plans. These marked-up plans may be picked up at the Building Department. These marked-up plans must be resubmitted with the revised plans for Have plans been marked up? YES NO Additional Coments PLNCK. FRM - COMPACTION LABS, INC. SOIL TESTING 6 INSPECTION SERVICES October 9, 1989 Project No. CL-2289 Woodcrafters 1525 Grandview Road Vista, California 92084 Subject: Limited Soils Investigation Proposed Two Story Room Addition 2709 Argonauta La Costa, California Gentlemen: Per your request we have performed a limited soils investigation at the subject project. Our investigation was performed to provide design criteria with regard to the proposed foundation. It is our understanding a two story room addition will be constructed adjacent addition will consist of wood frame construction utilizing slab on grade to the southeast corner of the existing residence. Furthermore, the proposed foundations. FIELD INVESTIGATION Our field investigation was performed on October 4, 1989, and included an of 3 feet below existing grade. The location of the test pit is delineated on inspection of the site and the excavation of one hand dug test pit to a depth attached Plate No. 1 entitled "Test Pit Location Plan." As excavation proceeded representative bulk samples were collected. In place natural densities and moisture content were determined at different depths in the excavations and are included in Plate No. 2. SOIL CONDITION Soils encountered in our test pit excavation were compacted fill soils comprised of clayey-sands. On-site clayey-sands were found to possess low to moderate expansive potential. Therefore, special recommendations will be required with regard to this characteristic. Groundwater was not encountered at the time of our investigation, nor did caving of exploratory trenches occur. - COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES LABORATORY SOIL TESTING Project No. CL-2289 October 9, 1989 Page Two All laboratory tests were performed on typical soils in accordance with accepted test methods of the American Society for Testing and Materials (ASTM). Tests conducted include: (1) Maximum Density & Optimum Moisture (2) Direct Shear (Remold) (3) Sieve Analysis 4) Field Density & Moisture Expansive Soils.) , requirements of the City of San Oiego Test for I 5) Expansion Potential (conducted in accordance with Test results are tabulated on the attached Plate N0.k 2 and 3, entitled "Exploration Log & Tabulation of Test Results". RECOMMENDATIONS 8, CONCLUSIONS Expansive soils encountered during our investigation will require special recommendations to r,educe structural damage occurring from excessive subgrade and foundation movement. Continuous footings have a minimum width of 15 inches and founded a minimum of 18inches below lowest adjacent grade will have an allowable soils bearing pressure of 2000 pounds per square foot. All continuous footings are to be founded a minimum of 18 inches below lowest adjacent grade and reinforced with one No. 4 bar top and bottom. Steel should be positioned 3 inches above bottom of footing and three inches bel.ow top of footing. Interior slabs should be 4 inches thick, reinforced with 10/10, 6 x 6 welded wire mesh, and underlain with a 4 inch base consisting of sand or crushed rock. Sand should be tested in accordance with ASTM D-2419 to insure a minimum sand equivalent of 30. Slab reinforcing should be extended through joints and provide a tension tie with perimeter footings. If this method proves method consists of No. 3 bars, 30 inches on center, extending 30 bar diameters impractical during construction, an alternative method may be employed. This into both slab and foundation. Clayey soils should not be allowed to dry prior to placing concrete. They should be watered to insure they are kept in a very moist condition or at a moisture content exceeding optimum moisture content by a minimum of 3 percent. We should be contacted to inspect foundation excavations prior to pouring of concrete to assure compliance with the aforementioned recommendations. . COMPACTION LABS, INC. SOIL TESTING EL INSPECTION SERVICES Project No. CL-2289 October 9, 1989 Page Three If you have any questions, please do not hesitate to contact us. This opportunity to be of service is sincerely appreciated. cbespectfully submitted, COMPACTION LABS, INC. Alan H. Sarge‘nt President RKA/v i p CC: (3) submitted - Dale R. ReGi Registered Civil Engineer 19393 Geotechnical Engineer 000713 COMPACTJON LABS, INC. SOIL TESTING 6 INSPECTION SERVICES TEST PIT LOCATION PLAN PROJECT NO. LL-ZZ87 PLATE NO. ONE * COMPACTION LABS, INC. . SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 2709 Argonauta DATE LOGGED 10-4-89 .. ELEVATION Existing Grade TEST PIT NO. One 8G BG 108.5 112.2 SC Dark Brown, Wet, Dense, Clayey-Sand. (Fill) (Compaction = 90.0%) (Fill) (Compaction = 95.0%) sc Yellow-Brown, Wet, Dense, Clayey-Sand. BOTTOM OF TEST PIT. PROJECT NO. CL-2289 PLATE NO. Two COMPACTION LABS, INC. SOIL TESTING 6 INSPECTION SERVICES TABULATION OF TEST RESULTS Optimum Moisture, Maximum Density Expansion Potential Direct Shear Condition Rem. 90% Angle of Internal Friction ( ): 31 Cohesion Intercept (pcf): 1 nE PLATE WO. Three r " CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. 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 -4 San Marcos Unified 6350 Yarrow Drive Ste. A Carlsbad, CA 92009 (438-5710) 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) Encinitas Union Elementary - San Dieguito Union High School 189 Union Street Encinitas, CA 92024 (944-4306) 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) Project Applicant: m//<r AacK. APN:z/6e-fa - 3 d Project Address: 62 709 &&&%dVne- RESIDENTIAL: SQ. FT. of living area 7& Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By c Date c- <rq , FEE CERTIFICATION (To be completed by the School Applicant has complied with fee requirement under Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started (other school fees paid) District) Other Residential Fee Levied: $ [ 89ZS bD based on sq. ft.@ /J-6 Fee Levied: $ based on sq. ft.@ &, L. /D // 89 rict Ogicial Title 'Date AB 2926 is capped at $.25 per square foot for commercial/industrial. AB 2926 and SB 201 fees are capped atS1.53 per square foot for residential.