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Home My WebLink About2836 CACATUA ST; ; CB920806; PermitBUILDING PERMIT Permit No : CEcCI2080h 09/16/92 10: Project Nri: A!3L('IYF;(: Page 1 of 1 Development No : Job Address: 2836 CACATUA ST Suite : Permit Type: KESIDENTAL ADD/ALT Parcel No: 215-370-C3-00 Lot#: Valuation: 122,550 Construction Type: VN Occupancy Group: R3 Kef errrice# : Status: ISSUED Description: 1075 SF SECOND STORY ADDITION Applied : 08 /1 3/ 9 2 : PLUS INTERIOR REMODEL Apr/ i 5;sue: tJ9/16/'i2 Validateti i3y: (7rt Appl/Ownr : LARSON 619 438-5301 * ELECTRICAL TOTAL 0 Enter 'Y' for Mechanical Issue Fee> 0 Each Install/Reloc Appliance Vent > 1 k MECHANICAL TOTAL 0 4.50 404. H ti CJ . Ext fc 720. 468. 12. 1200. 7. 1.0. 6. 24. 1 (7 10. I .I . 20.00 15.00 Y 4.50 2 0 ' 0 0 .. 3' 02 3 - FN LAPPROVAL /INSP L. DATE ~4 ' CLEARANCE CITY OF CARLSBAD 2075 Las palmas Dr., Carlsbd, CA 92009 (619) 438-1161 PERMIT APPUCATTON City of Carlsbad Building Depsrmt 2075 Las Palms Dr., Carlsbed, U 92009 (619) 438-1161 A - U Commercial U New Building C - Residential 0 Apartment 0 Condo 0 Single Family Dwelling 0 AdditioWAlteration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing U Tenant Improvement B - 0 Industrial 0 New Building 0 Tenant Improvement F OMechanical OPool 0 Spa ORetaining Wall OSolar OOther 2 PRC"INF0RMATlON 11 STATE ZIP CODE DAY TELEPHONE ADDRESSJ$3b PLAN CHECK NO. 404 -00 (%# 51 83 FOR OFFICE USE ONLY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CL4S CITY BUSINESS LIC. # AME STATE LIC. # CITY STATE ZIP CODE DAY TELEPHONE Workers' Compensation Declaration: I hereby attirm that I have a certiticate ot consent to selt-insure issued by the Director ot Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE -< Gemticate ot Exemptlon: I cemly that in the pertormance ot the work for which this permit is ISSU~, 1 shall not employ any person in any manner Compensation Laws of California. Owner-Builder Declaration: I hereby attirm that I am exempt from the Contractor's License Law tor the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 0 0 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improw, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [SSOO]). SIGNATURE MTE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management dstrict? Is the facility to be constructed within 1,OOO feet of the outer boundary of a school site? IFANYOFTHEANSWWSAREYIIS.AFINAL~~~TEOFOOCllPANCYMAYNOTBElSSLWAFIWJULY1.1989uNLEssTHE"T HASMEl'OR 1s MEETING THE REQUIREMENls OFTHEOFFICEOF EMERGENCYSER-ANDTHE AIR pO~NooNTRaDIsIRIcI. I hereby attirm that there is a construction lending agency tor the pertormance of the work tor which this permit is issued [Sec 309m I Uvll code). DYES 0 NO DYES 0 NO OYES 0 NO LENDER'S NAME LENDER'S ADDRESS 1 certity that 1 have read the application and state that the above intormation IS correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. IAIsoM;REETosAvE~~ANDKEEpHARMLEssTHE~OFcARIsBAD~~~Au.~JuDGMENIs,a)61s ANDEXPENSESWCH MAY MANY WAY ~~M;~~SAID~LNalNSEQUENCeOPTHEGRA"GOF"ISPERka. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). DATE: 7442 : File YELUIW. Applicant PINK: Finance BUILDING PERMIT Permit No: CB920806 09/16/92 '10: 00 Project No: A9201860 Page 1 of 1 Development No: , Job Address: 2836 CACATUA ST Suite: Permit Type: RESIDENTAL ADD/ALT Parcel No: 215-370-09-00 Lot#: Valuation: 122,550 Construction Type: VN Occupancy Group: R3 Reference#: Status: ISSUED Description: 1075 SF SECOND STORY ADDITION Applied: 08/13/92 : PLUS INTERIOR REMODEL Apr/Issue: 09/16/92 Validated By: CD Appl/Ownr : LARSON 619 438-5301 2836 CACATUA ST CARLSBAD, CA 9200- CONTRACTOR : WITHERALL, MP *** Fees Required Fees: Adjustments: Total Fees: .................... Fee description ----- Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plumbit Each Plumbing Fixture Each Building Sewer * PLUMBING TOTAL En iter "Y" for Elec Enter "Y" for Remodel -- Each Install/Reloc Appliance Vent > 1 x ELECTRICAL TOTAL 0 Enter 'Y' for Mechanical Issue Fee> 0 * MECHANICAL TOTAL 0 4.50 33.0 WW92 9311 404. 860. Ext fe 720, 468. 12. 1200. 7. 10. 6. 24. 10. 10. .--------- 00 00 00 e Data 00 00 00 00 50 Y 00 50 00 00 Y 00 Y - 20.00 15.00 Y 4.50 20.00 I , .< CtTYoe~ 2075 Las plmrs Dr., CIFfiBd, CA (619) 438-1161 , CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920806 FOR 11/20/92 INSPECTOR AREA TP DESCRIPTION: 1075 SF SECOND STORY ADDITION PLANCK# CB920806 TYPE: RAD JOB ADDRESS: 2836 CACATUA ST APPLICANT: LARSON CONTRACTOR: WITHERALL, MARK PHONE: 9311317 OWNER: PHONE : PLUS INTERIOR REMODEL REMARKS: MH/MARK/931-1317 SPECIAL INSTRUCT: MARK GOT TP' INSPECTOR ,& TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE 111692 111692 111392 101392 101392 100892 100892 100792 100792 100692 100592 100292 100192 093092 092492 092492 DESCRIPTION ACT INSP Final Combo NS TP Final Combo NR TP Final Combo CA TP Interior Lath/Drywall PA TP Exterior Lath/Drywall PA TP Insulation AP TP Rough Combo AP TP Insulation CO TP Rough Combo CO TP Rough Combo NR TP Rough Combo CO PD Shear Panels/HD's AP PD Shear Panels/HD's CA TP Shear Panels/HD's CO TP Frame/Steel/Bolting/Welding PA TP Roof /Reroof AP TP COMMENTS OUT OF TIME/RESCHEDULE NO RESPONSE SEE INSP NOTES SEE INSP NOTES PENDING ENGR PLAN CHANGE ND ENGR CHANGE SHORT NAIL, STUCCO PREP SUB FLOOR FRAMING CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920806 FOR 10/13/92 DESCRIPTION: 1075 SF SECOND STORY ADDITION TYPE: RAD JOB ADDRESS: 2836 CACATUA ST APPLICANT: LARSON CONTRACTOR : WITHERALL, MARK OWNER: PLUS INTERIOR REMODEL REMARKS: MH/MARK/931-1317 SPECIAL INSTRUCT: INSPECTOR AREA TP PLANCK# CB920806 OCC GRP R3 CONSTR. TYPE VN STE : PHONE: 9311317 PHONE : INSPECTOR /,- TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS Af/*/pL PP 17 ST Interior Lath/Drywall PQ- r.PM UC*lcnit -- /s - 44 ***** INSPECTION HISTORY ***** DATE DESCRIPTION 100892 Insulation 100892 Rough Combo 100792 Insulation 100792 Rough Combo 100692 Rough Combo 100592 Rough Combo 100292 Shear Panels/HD's 100192 Shear Panels/HD's ACT INSP COMMENTS AP TP AP TP PENDING El CO TP CO TP GR PLAN CHA NR TP ND ENGR CHANGE CO PD AP PD CA TP GE 093092 Shear PanelsjHD's CO TP SHORT NAIL,STUCCO PREP 092492 Frame/Steel/Bolting/Welding PA TP SUB FLOOR FRAMING 092 4 92 Roof/Reroof AP TP , ESGIL CORPOMTION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 82 123 (619) 560-1468 DATE : 9- ti -72- ~ JURISDICTION: f.5 Lex\ PLAN CHECK NO: 92 - kZ7G SET : // PROJECT ADDRESS: 2- 8 2 & t cq A bLc( 5 PROJECT NAME: SF 0 && EUPS DDESIGNER The plans transmitted herewith have been corrected where building codes . 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith will substantially comply @ with the jurisdicfi.on'.s building codes when minor deficien- cies identified. 1, a 104 are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. 0 identified on the enclosed check list and should be corrected The check list transmitted herewith is for your information. plans are submitted for recheck. 0 The plans are being held at Esgil Corp. until corrected The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: 0 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff - did advise applicant t been completed. Person contacted: I 7 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 The plans transmitted herexit;? have been corrected where building codes. 0 necessary and substantially co~?ly with the jurisdiction's The Glans transmitted herewith will substzntially conply 0 with the jurisdiction's -buildir.g codes when ?.inor deficien- cies identified are resolvzd and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a cornplete recheck. 0 identified on the enclosed check list and should be corrected The check list transrnitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicaqt's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. a The applicans's copy of the check list has been sent to.: Mcirr L CCIIJ17Cha GI 71 72 Ohch 2 c Q Q,Je . 0 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff - did advise applicant that the plan check has @%een completed . person contacteci:m r k E /I Date contacted:s - f9- 9 3 Telephone $2~ '/ . 0 REMARKS: A ByTc LQ r-! &5; & Enclosures : ESGIL CORPORATION Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: c mm: 22 Date plans received by jurisdiction: 8- 13-yL- 7 -77 Date plans received by Esgil Corporation: Applicant contgc per on: /% bli$?dlephone: 931- I3 I 7 1991 UBC (eff. 8/14/92) 1991 UPC (eff. 8/14/92) 1990 NEC (eff. 7/1/91) 1991 UMC (eff. 8/14/92) 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), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To sDeed w the recheck process. note on this list lor a CODY) where each correction item has been addressed i.e.. plan sheet. sDecification. etc. Be sure to enclose the marked UD list when YOU submit the revised plans. MIJZ: List NO. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. PAC;$ RIMBFRS ARE MlT IN SEQUEKE AS PAGES HAVING NO ITBS HEEDXNG aXUUECIOHS WERE DELELED. (1991 UBC) 7- - US Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 8208, San Diego, California (619) 560-11.68. 92123, Please rake all corrections on the original tracings and subnit two new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal ohner and me of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by t!e person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expirati )n date of license. (Cplifornia Business Professions Code) Haoe 2eS-l q cvl r*rar srq~-c~c:~ ~u, Specify on the7itle Sh d t of the plans &e gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. Submit fully dimensioned plot plan dram 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(d). Indicate distance from property lines to proposed construction. Section 302(d). P Section 302(d). Show on the title sheet all structures? pools, walls, etc. included under this application. Any portion of the project shohn on the site plan that is not included with the building permit application filed should be clearly identified as "not included .'I Clearly show if the lower level is a basenent 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. on the cover sheet of the plans, specify zt7y itens requiring special inspection, in a format similar to that shohn below or sticky back. REOUIRED SPECIAL IKSPECTIOXS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. IT% REQ. IF LWXS CHECKED SOILS CO!QLIhNCE PRIOR TO FOUNDATION INSP. STRUCTLlRAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCiiORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILEs/cAIssoNs DESIGNER-SPECIFIED Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. .* Exterior Walls closer than 3 feet to a property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. See Section 1710 for possible exception. 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 t??an 30 inches fron the side and rear property lines. Section 504(a). Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of noncombustible raterial if they project into the 3' setback area from the property line. Section 1711. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. Section 504(b). p. Sleeping rooms shall ha1.e 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. Easements in dwelling units shall conly with 7. the above (even if not designated as sleeping rooms). Section 1204. ,,@ Window area mst be at lezst 1/10 of the floor area and a ninkm cf 10 square feet per Section 1205 (b). Appezrs to be deficient in .. ocations of pernanently wir ector with battery bachm csy7,- Inside each bedroom. Centrally located in corri or or ea giving access to sleeping rooms. d. In the basement, if part of the dwelling unit. e. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. f. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. in all sleeping areas of the unit. Section When the valuation of a room addition or are created, smoke detectors shall be provided c. on each story. ps- 29. NOTE: Detectors shall sound an alarm audible / repair exceeds $1,000, or when sleeping rooms UT. at existinn bedrooms per item Section 1210. m. 26'. Openable window area in habitable rooms must ' be 1/20 of the floor area and a minimum of 5 square feet. In bathroons, laundry rooms a..d sinilar room 1/20 of area is required and /--- minimum is 1.5 sq. ft. Section 1205 (c). At least 1/2 of the cornon wall must be open and have 2n 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 lest 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet conpartments, laundry rooms and similar room if required openable windows are not provided. Note that the discharge point for exhaust air will be at least 3 feet from any opening into the building. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205 (c). Section 1205(c). . Habitable rooms, other than kitchens, shall 32: Show that ceiling height for habitable rooms contain at least 70 square feet of floor ara. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Show ceiling height for laundry rooms, j' hallways, corridors, and bathrooms is a be less than 7'0" in any dimension. Section Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. 1207 (c). 7 is a minimum of 7'6". Section 1207 (a). 9. No habitable room, other than a kitchen, shall minimum of 7'0". Section 1207 (a). Section 511 (a). Provide 36" high protective railing for porches, balconies, and open sides of stair less than 4". The triangular openings formed Show safety glazing in the following locations, per Section 5406(d): a. \%ere the nearest edge of glazing is eJ landings. Openings betveen railings shall be within a 24-inch arc of either side of a r\l door in a closed position (unless there is by the riser, tread and bottom elements of a guardrail at a stair shall be less than 6". Section 1712. an intervening uall between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface). b. G1a:ing greater than 9 square feet with t?e botton edge less than 18" above the floor and the top edge greater than 36" above 'the floor (unless the glazing is more than 26" horizontally avay from valking surfaces or if a complying protective tar is installed). c. Glazing in shover and tub enclosures (including vindoxs vithin 5 feet of tub or sho*.er flocr). Ualls ad floors separetinp tlnits in a dcplex shall be of one-hour fire-resistive construction. Provide details of the assemblies. Section 1202(b). A rJezr2nine is an interaediate floor and ray not kve a floor aru exceeding 33 113 percent or' the total floor area in the room below. The nezzanine floor mst have a clear height of 7 feet, 2bove and below, 2nd must have the long side open to the room below except for posts and protective valls or railings not exceeding The loft you show does not comply as a nezzanine floor and is, by Uniform Building Code definition? a story. Section 1717. Duellings used for daycare for 7 to 12 children shall conply with the special requirements in Chapter 12 of Title 2r(. in height. Section 1717. EKITS. SrNRuAYS. AND RAlLMGs Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than hediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a). Required exit dooways shall be not less than 36" in width and not less than 6'8" in height. b-b L3. Show hov guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-E. i LA. Prcvide staisay and landing details. Secticn 3306 (b), (c) and (0). a. Yaxinu~ rise is 7'l and minh run is 11". h%en the stairs serves less than 10 occupmts, or serves an unoccupied roof, rise nay be 8" oaxinum and run 9" ninim. . A11 handrails per Section 3306 (i), shall a. Provide handrail for stainiays vith 4 or more risers. b. Hmdrails a?d handrail extensions shall be 34" to 38" above the nosing of treads. The handgrip portion of handrail shall be not less thLn 1 1/2", nor more than 2" in cross-sectional dinsnsion. d. Except for stairs serving only one teriznt, handrails sliill be extended 12" beyond the top and bottom of the stair. . Every stairway landing shall have a dimension, measured in the direction of travel, at last equal to the stairsay width. If a door occurs at the landing, such dimension need not exceed 36 inches. Section 3306 (g), 3304 (j). )?' An interior door may open at a landing that is not more than 8" lower than the floor level, provided the door does not swing over the landing. Section 3304(i). Provide details of winding staimay complying 7 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. Yaxh rise is 8 inches. c. Minimum width is 36 inches. c. f" . 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 narrovest. b. MwirJum rise is 9 112 inches. Maximum clear opening between risers is 6 inches. c. Xinimum headroom is 6 feet 8 inches d. The tread crust provide a clear valking area o-suing at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairnays may not be used for required exits =hen the area sened is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairuay, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway febrication plans shall be submitted to and approved by the building official prior to installation. Exterior stairnays shall not project into the 3 foot setback fro= the property lines. Section 3306 (m). 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 (1). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). Specify roof slope. Roof slope is not adequate for roof type specified. Specify roof material and application. Chapter 32. Table 32-B, D and E. 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. Specify minimum 114 inch per foot roof slope for drainage or design to support accumulated water. Show roof drains and overflows. Section 3207 (a) and Section 2305 (f). Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylights must be separated from each other by at least 4 feet, unless they are over the same room and their combined area does not exceed 100 square feet (or 200 square feet if the plastic is a "CCI" naterial). Section :::: b",li",'*enti,ation. xinimum vent area is ~~ 11150 of attic area or ?/300 of attic area if at least 50% of the required rent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). Provide fireplace constmction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties, P9 Fire in horizontal joints, etc. Show height and construction details of all concrete and masonry walls. Chapters 24 and 26. Show floor and roof connections to masonry and concrete 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. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. WGEANDcARpOFFs Garage requires one-hour fire protection on the garage side of walls and ceiling comn to the dwelling. 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) Show a self-closing door, either 1-3/8" solid core or a listed 20-minute assembly, for openings between garage and dwelling. Section 503 (a). Table 5-B, Section 503 (d). 5/22/92 5 Garages are not permitted to open into a room used for sleeping purposes. ~n ~ccupancy separation is not required between carport and residence,. provided the carport is open on two or nore sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage franing sections, size of header over garage opening, lateral cross bracing at plate line, nethod bracing garage front and holddokrs if required. Chapter 23. NOTE: Haximun shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-1. Doors nay open into the garage only if L\e floor or landing in the garage is not more thm one inch lower than the door threshold. Section 3304 (i). Provide an 18" raised platform for any FAU, vater heater, or other device in the garzge which may generate a flane or spark. UMC Section 508, LTC Section 1310 (a). Section 1104. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and the allovable bearing value. Section 2905 (c). The foundation plan does not comply with the soils report recomendations for this project. Please review the report and modify design, notes and details as required to show compliance : Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. The soils engineer recomended that heishe review the, foundation excavations. 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: 1. The building pad was prepared in accordance with the soils report, backfilled and compacted, and the intent of the soils report". 2. The utility trenches have been properly 3. The foundation excavations comply with 8f. 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). . Show height of all foundation walls. Chapter f Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes esist, show distance from 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 86( Note on plans that surfzce water will drain a2ay from building and show drainage pattern and key elevations. 23. ,y above finish grade. Section 2907 (a). Section 2905 (f). ,f Dimension foundation per U.B.C. Table 29A: Floors Footinq SuDDOrted't Stemwall Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7 'I 3 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. 88. Show foundation sills to be pressure treated, ' or equal. Section 2516 (c) 3. p. Show foundation bolt size and spacing. Section 2907 (f). f Specify size, I.C.B.O. number and manufacturer of power driven pins and expansion anchors. Show edge, end distances and spacing. Section 302 (a). ,9< If required, show size, embedment and location of hold down anchors on foundation plan. Section 302 (d). If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. show adequate footings under all bearing walls and shear walls. Section 2907 (b). Section 305 (e) 1. >d Show on the phnS stepped footin s for slopes steeper than 1:lO. Section 2907 &). Show minimum 18" clearance from grade to / bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 pa. Show pier size, spacing and depth into f Show minb underfloor access of 18" x 24". Section 2516 (c)?. / Show minima 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 crcss ventilation on at least two approxinately opposite sides. Section 2516 (c) 6. (c) 2. undisturbed soil. Table 29-A. lEEE Show wall bracing. Every exterior wood stud 7' wall and nain cross-stud partition shall be braced at each end at least every 25 feet of length vith 1 x 4 diagonal let-in braces or equiralent. 0. In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Floor joists f"l and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h). . Show blocking at ends and at supports of floor ? joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 7. ,M3. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Rafter ties shall 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 5. Show rafter purlin braces to be not less than Section 2517 (g) 3, Table 25-V. Section 2517(g)3, Table 25-V. . Note cross bridging or blocking. J64. Show rafter ties. (h) 5. 45 degrees to the horizontal. Section 2517 (h) 6. ,d6. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. . Show nailing will be in compliance with Table . Show or note fire blocks at the following locations per Section 2516 (f): a. In concealed spa:es of stud valls and partitions, including furred spaces, at the ceiling and flscr levels and at 10 foot intervals both vertical and horizontal; b. At all interconnections between concealed vertical and horizcntal 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 Kith the run of smirs if the walls under the stairs are unfinished; d. In openings around vents, pipes, ducts, chkeys, fireplaces and similar openings which afford a pessage for fire at ceiling and floor levels, with - noncombustible materials; and e. At openings between attic spaces and chimney chases for factory-built chimneys. . In duplexes, draft stops shall be provided in f"Q floor-ceiling assemblies and attics in line with walls separating units and separating units from comon areas. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 X 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 25-R-3. 1lL Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. 11'2. Nota on A.I.T.C. Certificate of Compliance for ,/ glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 113. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Ilk. Detail shear transfer connections, including roof and floor diaphragns, to shear walls. Section 2513. f"f 25-4. Section 2516(f)4. 136. Show stud size and spacing. .. 1w. 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 4714 (d)]. 1y provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show 1/2" ninipyD clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof framing plan and floor framing p' plan. Section 302 (a). / Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' . Provide calculations for main vertical wd horizontal framing members and post footings. Section 302 (b). -2. Provide calculations for lateral loads, shear 7 panels, shear transfer and related. Section 3. In Seismic Zones 3 and 4, the allowable shear /@ wall values for drywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. y- wide. Section 2517 (g) 5. 302 (b). lZ4. show on the plans all structural requirements ' developed in the structural calculations. Section 302 (d). (See coments below or at end. ) yd 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. 346. 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. d7. Show location of attic access with a minimum ' size of 22"x30qt, unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 3205(a). 128. Show location of attic access with minim size 22" x 30". Section 3205. 9. Detail truss layout for 30" x 30" attic ,' access, if required for equipment in the attic, and detail 30" x 30" clearance through truss webs. 136. Specify plywood and for particle board / thickness, grade and panel span rating. Table 25-S. 17 Show plywood sheathing over exposed eares, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior t-ype. Section 2516 (i), 2516(g)3. 132. Fhen roof pitch is less than 3:12, design ridge as a beam. . Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. >3&. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). L&. If foundation cripple wall studs are less ' than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (9) 4. 6. Cripple wall studs exceeding 4 feet in height 7 shall be 3 inch by 4 inch or 2 inches by 6 /- Section 2517 (h). inches when supporting 2 stories. Section 2517 (g) 4. 7. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1708. All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. , 138. Show the size? location and type of all Id. Provide dryer vent to outside. VnC, Section heating and cooling appliances or systems. 1903. 3' Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. mc, Sec. 1212. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. LYC Section 70L. Show minimum 30" deep unobstructed working space in front of furnace. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space Kith access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. Show source of combustion air to furnace, per Section 505, 1MC. Chapter 6, UMC. 141. how access to the attic containing equipment 0 to be minimum 30 inches by 30 inches. Tne opening nay be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. @Note that passageway to the attic furnace shall be unobstructed ad have continuous solid flooring not less than 24 inches vide, not more than 20 feet in length through the attic. Section 708 UMC. ro WShow permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 & 709 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. Note on the plans that approved spark arrestors shall be installed on all chimneys. Section 3703(h) 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. UBC, Section 1706 (c). ELM;?RIW tW0NAL EW 03DEI All wiring shall comply with the h'ational Electrical Code. ?5Z. Show on the plan the amperage of the ' electrical service, the location of the sen5ce panel and the location of any sub- panels. If service is over 200 anps, subnit single line diagram, panel schedule and load calculations. 3. Show on the plan that receptacle outlets comply with 1990 hZC Art. 210-52(a), uhich reads as folloh*s: In every kitchen, dining room, parlor, library , den, swoom, bedroom, recreation room, or similar rooms or area of dwelling units, receptacle outlets shall be installed so that no point along the floor line in any wall space is more than 6 feet, measured horizontally, from an outlet in that space, including any vall space 2 feet or more in vidth and the wall space occupied by fixed panels in exterior walls, but excluding sliding panels in exterior valls. The hall spacc zfforded by fixed room dividers, such as free-standing bar-type counters, shall be included in the 6-foot measurement. I Dwelling Unit Receptacle Outlets 270-52(a) I'., I.% .. UU4 "+U 8/5/92 9 Show on the plan that countertop receptacle outlets comply with 1990 ATC Art. 210-52(c), In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches mesured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches or wider shall hare at lest one receptacle for each four feet of counter top. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. Receptacles rendered inaccessible by appliances fastened in place or appliances occupying dedicated space shall not be considered BS these required outlets. * ' which reads as follows: 1 Dwellino Unit Receotacle Outlets *I Counter Tops 270-52(~) p2+ 'r2.+-2*-I k2.- I 4.7 0 I.&. Show on the plan that receptacle outlets in hallways comply with 1990 hTC Art. 210-52(h), which reads as follows: For hallways of 10 feet or more in length at least one receptacle outlet shall be required. As used in this subsection the hall length shall be considered the length along the centerline of the hall without passing through a doomay. 156: Show on the plan that lighting outlets in dwelling units comply with 1990 hTC Art. 210- 70(a) and (c), which read as follows: (a) Dwelling Unit(s). At least one wall switch-controlled lighting outlet shall be installed in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages wiG\ electric power; and at outdoor entrances or exits. (FPN): A vehicle door in an attached garage is not considered as an outdoor entrance. At least one lighting outlet controlled by a light switch located at the point of entry to the attic, underfloor space, utility room, and basement shall be installed only where these spaces are used for storage or contain equipment requiring servicing. The lighting outlet shall be provided at or near the equipment requiring servicing. Where lighting outlets are installed according to (a) above in interior stairnays, there shall be a wall switch at each floor level to control the lighting outlet where the difference between floor levels is six steps or more. Exception No. 1: In habitable rooms, other than kitchens and bathrooms, or more receptacles controlled by a wall switch shall be permitted in lieu of lighting outlets. Exception No. 2: In hallways, stairways, and at outdoor entrances remote, central, or automatic control of lighting shall be permitted. 8ibJ92 10 ' % (c) Other Locations. At least one wall switch- controlled lighting outlet shall be installed at or near heating, air-conditioning, and refrigeration equipment in attics or underf loor spaces. The light switch shall be located at the point of entry to the attic or underfloor space. 57. Show on the plan that ground-fault circuit- interrupter protection complies with 1990 hTC .Qt. 210-8, vhich reads as folloxs: (a) belling Cnits. (1) All 125-1-clt, single-phase, 15- and 20- ampere receptacles installed in bathrooms shall hare ground-fault circuit-interrupter protection for personnel. (2) All 125-rclt, single-phase, 15- or 20- ampere receptacles installed in garages shall hare ground-fault circuit-interrupter protection for 2ersonnel. Exception So. 1 to (a)(2): Receptacles which are not readily accessible. Exception KO. 2 to (a)(2): Receptacles for appliances occupying dedicated space which are cord- and plug-connected in accordance with Section &00-7(a)(6), (a)(7), or (a)(8). Receptacles installed under Exceptions to Section 210-8(a)(2) shall not be consideled as meeting the requirements of Section 210-52(g). (3) All 125-volt, single-phase, 15- and 20- ampere receptacles installed outdoors where there is direct grade level access to the dwelling unit and to the receptacles shall have ground-fault circuit-interrupter protection for personnel. (FPN): See Section 215-9 for feeder protection. For the purposes of this section, "direct grade level access'' is defined as being located not more than 6 feet, 6 inches (1.98m) above grade level and being readily accessible. (4) All 125-volt, single-phase, 15- and 20- ampere receptacles installed in crawl spaces at or below grade level and in unfinished basements shall have ground-fault circuit- interrupter protection for personnel. Exception NO. 1: A single receptacle supplied by a dedicated branch circuit which is located and identified for specific use by a cord- and plug-connected appliance, such as a refrigerator or freezer. f Exception No. 2: The laundry circuit as required by Sections 210-52(f) and 220-4(~). Exception KO. 3: A single receptacle supplying a permanently installed sump pump. (5) All 125-volt, single-phase, 15- and 20- ampere receptacles installed within 6 feet of a kitchen sink to sene counter top surfaces shall have ground-fault circuit-interrupter protection for personnel. (FPN): The intent of this subsection is to permit the exemption of receptacles which are located specifically for appliances such as refrigerators 2nd freezers from ground-fault circuit-interrupter protection for personnel. GFCI Protection for Personnel Receptacles in the Vicinity of Kitchen Sinks t CFCl GFCl II U8. Show water heater size, type and location on I' plans. UPC, Section 1301. Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code". 166. Fuel combustion water heater shall not be installed in clothes closets, in a bath or bedroom, or in a closet opening into bath or bedroom. UPC, Section 1309. 161. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. ,Y 8/6/92 11 161 Show T and P valve on water heater and show / route of discharge line to exterior. upc, Section 1007 (e). Show that water heater is adequately braced to resist seismic forces. UPC, Section 1310. . Show shower stall can accomdate a 30" circle and has a minimum floor area of 1,024 sq. in. LJFC 909 (d). .y Title 24, Part 3. . Provide clothes washer hook-up for each unit. New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). Id. Show details of duplex common (party) walls I' and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. 168. Show how penetrations of assemblies for / piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. 154. Provide insulation in walls and ceiling to I achiwe STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. . Provide plans, calculations and worksheets to show compliance with current energy standards. 1. The regulations require a properly completed and properly signed Form CF-lR 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. 1Jd All energy items shown on the plans must be in / agreement with the information shown on the properly completed Form CF-1R. Specify on the buildina plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Enerev Conservation Resuirements". 17d Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. ,A. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). 0 S.P.D. h DUPLEX SUP- O& / 177. Energy conservation design should be for Zone 9. Floor drains must have auto-prime (city policy). 179. For gas piping under slabs that serve kitchen ,/ island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. 180. Note exhaust fans cannot be ductless type (city policy). 18r.' 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). to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 183. All piping for present or future solar Water ' heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). . Incorporate the waterproofing details, on the ,?@ attached Policy 80-8, where interior living space occurs below grade at the masonry wall( s) . 7. / Note "two 3/4" copper pipes must be installed . Show on the Title Sheet on the plans, the ;" information required by the attached 6. All new residential buildings, including Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the plans. . Heavy timber framing, minimum 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). All except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't aPP lY . 189. City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. Developmental Services Sheet 112383. ,F additions, require a soils report. structures require a Class B roof covering, 1. Please see additional corrections, or remarks, 7 on the following page. . To speed up the recheck process, note on this 7 list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan check for your project. If you have any questions regarding these at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnel1 at the City of Carlsbad, Dr., telephone 619/438-1161. Thank you. Enclosures : 1. 2. 0 91dg. Dept. 0 Esgil a- 1 &W-a \ 3UITJINC ?C3TION '4-4 LU A T I ON I*! U LT I ? L I 3 gp' 14576 7- I EUILDING ARE4 0-77 I I I 0. * $7ZO. 2-04,-p 31 5 x 12-3 Building Permit fee f- Air CondEtionine Cornmercizl . dd Pian Check Fee $ I I I. I I @ c 0 H HE N 1s: - Res. or Comm. Fire Sprinklers I .. @ ,BUILDING PLANCHECK CHECKLIST DATE: 1 -/ /i !x':4 -': PIANCHECK N0.Bc?2 - (.R%? BUILDING ADDRESS: 28 3) Cb < !? 1 PROJECT DESCRIPTION: f31b.' ASSESSOR'S PARCEL NUMBER: 21 5 - 3-10 - i,L! EST. VALUE ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this off ice for review. By: Date: By: Date: By: Date: ATTACHMENTS 0 Dedication Application CONTACT PERSON .. 0 Dedication Checklist 0 Improvement Application 0 Improvement Checklist NAME: 0 Future Improvement Agreement -, ADDRESS: PHONE: P\docs\chki.t\bpl .frm REV 6/5/92 2075 Las Palmas Dr. - Carlsbad, CA 92009-1 576 - (61 9) 438-11 61 - FAX (61 9) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PIAN 1sN 2ndJ 3rdJ 0 0 0 0 0 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines Easements 6. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-way Width & Adjacent Streets 2. Show on site plan: A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes 3. Show on a section drawing or include a note stating that there is a minimum of 6 difference between the finished floor and the finished grade elevation adjacent to the structure. 4. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). 5. Include on title sheet A. Site address 6. Assessor's Parcel Number C. Legal Description For commercial/industriaI buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION Page 1 oT 4 REV 8/5/92 BUILDING PLANCHECK CHECKLIST N/b DISCRETIONARY APPROVAL COMPLIANCE lstJ 2ndd 3rdJ 0 0 6. Project does not comply with the following Engineering Conditions of approval for .. Project No. Conditions were complied with by: Date: til]& DEDICATION REQUIREMENTS 0 0 0 7. Dedication for all street Rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 18.40.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time sf resubmittal. Dedication completed by Date: IMPROVEMENT REQUIREMENTS 0 [7 0 8a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: Page 2 of 4 REV 6/5/92 c BUILDING PIANCHECK CHECKLIST 1stJ 2ndJ 3rdJ 0 0 0 8b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows: 0 0 0 8c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: Date: d 0 8d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective improvements found adiacent to buildina site must be repaired to the satisfaction of the Citv Inspector prior to occupancv. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 0 0 0 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 0 0 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Gradinn Permit must be issued and rouqh aradina approval obtained prior to issuance of a Buildina Permit. Grading Inspector sign off by: Date: d 0 0 9c. No Grading Permit required. BUILDING PLANCHECK CHECKLIST Page 3 of 4 P\docs\chklsl\bp0001 .frm REV 6/5/92 N/g MISCELLANEOUS PERMITS 1stJ 2ndJ 3rdJ 00 00 no 0 10. 0 11. 0 12. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or private work adjacent to the public Right-of-way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right-of-way permit issued by the Engineering Department is required for the following: Please complete attached Right-of-way application form and return to the Engineering Department together with the requirements on the attached Right-of-way checklist, at the time of resubmittal. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: Date: P\do#\chMbp0001 .frm Page 4 of 4 REV 615D2 planner DAVID RICK Phone 438-1161 ext. 4328 4ll APN: uuu I I I $1 I I Type of Project and Use er. ~Bd'n ana Zone f- 1 Facilities Management Zone A YYY am6 p' yr * c U Y b rn X U c u Item Complete Item Incomplete - Needs your action 1, 2,3 Number in circle indicates plancheck number where deficiency was iden tifled dm Environmental Review Required: YES - NO &+PE DATE OF COMPLETION: Compliance with conditions of approval? [f not, state conditions which require action. *. ' Conditions of Approval APPROVWRESO. NO. DATE: PROJEq NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approvai? If not, state conditions which require action. Conditions of Approval NO- / See attached submittal requirements for landscape plans dno $0 do 0 Site Plan: - - 1. Provide a fully dimensioned site plan drawn to scale. Show: North mow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. zoning: &a do 0 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3. Provide legal description of property. 4. Provide assessois parcel number. 1. Setbacks: Front : Required 20' Shown 20 Int. Side: Required --)Shown Street Side: Required &k Shown /A Rear: Required fr' Shown W' 2. Lot coverage: 3. Height: Required Required 4. Parking: Spaces Required 2 c~~v~Shown 2~6f Guest Spaces Required Shown 0 a Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ,$kt?~ DATE f/14/qz PLNCICFRM HARRY F. FLETTER STRUCTURAL ENGINEER 910 Sari Marcos Blvd. Ste. 201 1 SHT. NO. c San Marcos, CA 92069 DATE p, /I c>/S I 7 \c, .o RL- 2 ! L~I : . .. . .. ___ . . ..~ .. . . . . . . -. .. . .. . . .- - d eF: IkhD_%l HARRY F. FLETTER STRUCTURAL ENGINEER uzq 910 San Marcos Blvd. Ste. 201 San Mams, CA 92069 DATE i ... . . - , - . . . . .. . i- I . .. . .. . . . .~ .. . . 4' ' . ... - .~ .... ..... ................... - _ ......... AZ4E d '7P hQf3E-L SHT. NO. 3 HARRY F. FLETTER STRUCTURAL ENGINEER 910 San Marcos Blvd. Ste. 201 San Marcos, CA 92069 - -BY DATE 9. 113 L 47 ..... ~. . ~ .. - ...... ~ ... -~ e,, 'e ELL = .. I ..... ..... ..... ..... - .................. I iI .---A- ,.. I YTER... I Dead Load in! X-Dist. ft! Dt Ratio ! Live Load in! X-Dist. ftl LL Ratio I .otal Defl. in: X-Dist. ftl -otal Ratio ANTILEVER.. . : Dead Load in1 DL Ratio Live Load in: Ll Ratio 'otal Defl. in! -otal Ratio ! -0.126 4.3 808 -0.106 4.3 960 -0.233 4.3 439 -0.019 2.5 3,137 -0.016 2.5 3,133 -0.035 2.5 1,705 -0.125 4.0 766 -0 .lo5 4 .O 911 -0.231 4.0 416 -0.039 -0.024 2.6 2.1 1,592 2,129 -0.033 -0.016 2.6 2.1 1,895 3,160 -0.072 -0.039 2.6 2.1 865 1,272 - -0.064 2.1 182 -0.054 2.1 93 1 -0.118 2.1 425 -0.160 8.7 1,296 -0.639 8.7 325 -0.800 8.7 260 Actual psi: 1,054 1,157 526 1,079 iNTER... I I Dead load in! -0.075 X-Dist. ft! 5.0 DL Ratio 1,605 Live load in! -0.133 X-Dist. ft! 5 .o LL Ratio ! 900 Total Defl. in: -0.208 X-Dist. ftl 5 .O Total Ratio I 577 :ANTILEVER.. . : Dead Load in; DL Ratio : Live load in: LL Ratio I Total Defl. in: Total Ratio -0.051 4.1 1,959 -0.202 4.1 490 -0.253 4.1 392 -0.036 5 .O 3,361 -0.050 5.0 2,399 -0.086 5.0 1 ,400 -0.019 2.6 3,352 -0.074 2.6 838 -0.093 2.6 670 t3 &r,hF_\ HARRY F. FLETTER STRUCTURAL ENGIXEER L - 910 San Marcos Blvd. Ste. 201 San Marcos, CA 92069 DATE 2 5L '1 1 HARRY F. FLETTER STRUCTURAL ENGINEER he LA 9.6 MhFtr: I JOB NO. SHT. NO. % BY 910 San Marcos Blvd. Ste. 201 San Marcos, CA 92069 DATE . . ,~ . . -. . '- -.- _. .I Line .1 HARRY F. FLETTER Title :LARSEN REMODEL Line 2 STRUCTURAL ENGINEER Scope :FRAMING tine 3 910 SAN MARCOS BLVD. Number:920729 Line 4 SUITE 201 Misc : Line 5 SAN HARCOS CA 92069- - - Dsngr :HFF - Date:lO-Aug-92 --------------------__________________II-------------------------------- PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page%? DESCRIPTION )) LINE 1 PANEL 3&4 )) --------------------__________I LOADS ---------I------------------------ LATERAL: #1 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs 910 lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL - ft-# #5 : MOMENT APPLIED 4 TOP OF WALL - - - - VERTICAL: #1 : CONCENTRATED #2 : CONCENTRATED #3 : CONCENTRATED #1 : UNIFORM #2 : UNIFORM ----------------I------------ DESIGN DATA .............................. PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 1,2 ---)) 1 <<-- PLYWOOD GRADE: STR I:l, STR II:2 ---)) 2 <<-- NAIL SIZE: 6d, 8d, lOd ---)) 8 (<-- - SHEATHING THICKNESS: .3125", .375", .50" , .594" ---)) 0 -375 <(-- STUD SPACING - 16 in WALL LENGTH = 7 ft LEAST DIM. OF END POST = 1.5 in * WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 15 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio=1.14285 - I I : Required Nail Size : Shear Wall Capacity : Actual Total Shear : UPLIFT CHECK : Overturning Moment I I I I I I I I I I I I I = 8 d Req'd Nail Spacing = 6 in I - - 220 plf x # of Sides = 220.00 plf I Req'd Field Spacing= 12 in - - 910 lbs Requi.red = 130.00 plf I ffoments about lower: ..Left.. ..Right.. I I I I on Wall - 6083 ft-# 7280 I - I : Resisting Moment From Vert. Loads = 5534 ft-# 4337 I I I I I I I I I : Uplift 0 End w/o D.L. reductions '= 420.5 lbs 78.5 lbsl I Use Simpson HD2A 8 Left Side of Wall : Capacity = 1970 lbsl I ! I I I I Use Simpson HD2A kzI Right Side of Wall : Capacity = 1970 lbs: Sill Attachment ..... Use 1/2" Anchor Bolt 68 I or 5/8" Anchor Bolt I or 3/4" Anchor Bolt 0 : Reinf. Area @,Left = i n*2 Shear 0 ga Right = €a I Overturning Unstable ! :---------------------------------------------------- I : FOOTING DESIGN.. . . . I 1 I I I I 1 I I I I I 48.0 in o/c I 48.0 in o/c I 48.0 in o/c I Left : OK I Right : OK I , ~ine 1 HARRY F. FLETTER Title :LARSEN REMODEL !Line 2 STRUCTURAL ENGINEER Scope :FRAMING Line 3 910 SAN MARCOS BLVD. Number:920729 Line 4 SUITE 201 Misc : Line 5 SAN MARCOS CA 92069 Dsngr : HFF- Date:lO-Aug-92 ........................................................................ PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page S-4- ........................................................................ DESCRIPTION )) LINE A 2ND FLR. WALL )) ------I------------------------ LOADS ----------------I---___I__________ LATERAL: #1 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = 3,900 lbs lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL - ft-# #5 : MOMENT APPLIED Q TOP OF WALL - - - Load X-Left X-Right ----....-- ------ ------- VERTICAL: #1 : CONCENTRATED - lbs ft #2 : CONCENTRATED - lbs ft #3 : CONCENTRATED - lbs ft #1 : UNIFORM - - 57 plf 17.5 ft #2 : UNIFORM - plf ft - - - - - PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 1,2 ---)) 1 (<-- PLYWOOD GRADE: STR I:1, STR II:2 ---)) 2 ((-- NAIL SIZE: 6d, 8d, 10d ---)) 8 <(-- SHEATHING THICKNESS: .3125", .375", .50", .594" ---)) 0.375 ((-- STUD SPACING - 16 in WALL LENGTH = 17.5 ft LEAST DIM. OF END POST = 3 in * WALL HEIGHT = 9 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 15 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio=0.51428 - ---I-------------------------- SUMMARY ~~,~~~~~~~~~~~,~~~~~~~~~~~~~~~~ USE .......... 0.375 in Plywood Applied To --- )) 1 Side/s I Required Nail Size = 8 d Req'd Nail Spacing = 4 in I Req'd Field Spacing= 12 in I Shear Wall Capacity - 320 plf x # of Sides = 320.00 plf! Actual Total Shear - 3900 lbs Required = 222.86 plf I UPLIFT CHECK Moments about lower: ..Left.. ..Right.. I I I I I I I - I I Overturning Moment on Resisting Moment From Uplift 0 End w/o D.L. Use Simpson HD2A Use Simpson HD2A Sill Attachment ..... FOOTING DESIGN ..... - Wall Vert. Loads = reductions = Q Left Side of Q Right Side of Use 1/2" Anchor or 5/8" Anchor or 314" Anchor 35100 ft-# 35100 29400 ft-# 29400 325.7 lbs 325.7 Wall : Capacity = 3270 Wall : Capacity = 3270 Bolt 4 45.5 in o/c 48.0 in o/c Bolt Q Bolt Q 48.0 in o/c I I I I I I lbs I lbs I lbs I I I I I I 'I I I I I I I I I I I I Reinf. Area Q Left = i nA2 Shear Q Left : OK e Right = Q Right : OK Overturning Unstable ! I .Line. 1 HARRY F. FLETTER Title :LARSEN REMODEL Line 2 STRUCTURAL ENGINEER Scope :FRAMING Line 3 910 SAN MARCOS BLVD. Number:920729 Line 4 SUITE 201 Misc : Line 5 SAN MARCOS CA 92069 - - - Dsngr :HFF' Date:lO-Aug-92 --------------------__I_________________-------------------------------- PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page S- ; ........................................................................ DESCRIPTION >> LINE B 3 FT. PANEL >> --------------------I__________ LOADS .................................. LATERAL: #1 : LAT, SHEAR APPLIED TO WALL= plf x Length = lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = 1,017 lbs lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL - #5 : MOMENT APPLIED Q TOP OF WALL ft-# - VERTICAL : #1 : CONCENTRATED #2 : CONCENTRATED #3 : CONCENTRATED #1 : UNIFORM #2 : UNIFORM STUD SPACING - 16 in WALL LENGTH = 3 ft LEAST DIM, OF END POST = 3 in * WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 15 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio=2.66666 - ~~~~~~--~~~~~~~~~~~~~~~~~~~~~~~~ SUMMARY -,,-,-------------------------~ : USE .......... 0.375 in Plywood Applied To ---)) 1 Side/s I Required Nail Size = 8 d Req'd Nail Spacing = 3 in I i Req'd Field Spacing= 12 in I : Actual Total Shear - I I I I I I I I I 1 I : Shear Wall Capacity - 410 plf x # of Sides = 410.00 plf I - 1017 lbs Required = 339.00 plf I I 4 I UPLIFT CHECK Moments about lower: ..Left.. ..Right.. I I I I I I I I I I I I I I I : Overturning Moment on Wall - 8136 ft-# 6426 I - : Resisting Moment From Vert. Loads = 1823 ft-# 3533 : Uplift @I End w/o D.L. reductions = 964.5 lbs 2104.5 lbsl I Use Simpson HDZA 8% Left Side of Wall : Capacity = 3270 lbsl 1 Use Simpson HD2A 8% Right Side of Wall : Capacity = 3270 lbsl : Sill Attachment.. ... Use 1/2" Anchor Bolt 8% 29.9 in o/c I I or 5/8" Anchor Bolt 8% 46.6 in o/c I I or 3/4" Anchor Bolt 8% 48.0 in o/c I : FOOTING DESIGN. .... I : Reinf. Area 0 Left = i nn2 Shear Q Left : OK I B Right = 821 Right : OK I Overturning Unstable ! I ;----------------------------------------------------------------------1 I I I I I I I 4 I I I I I I I a I - -. 1_. tine 1 HARRY F. FLETTER Title :LARSEN REMODEL * Line 2 STRUCTURAL ENGINEER Scope :FRAMING Line 3 910 SAN MARCOS BLVD. Number:920729 tine 4 SUITE 201 Misc : Line 5 SAN MARCOS CA 92069- - - Dsngr :HFF - Date:lO-Aug-92 ........................................................................ PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page%& ........................................................................ DESCRIPTION )) LINE B 4 FT. PANEL )) ------------------------------- LOADS --------I------------------------- LATERAL: #1 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = 1,356 lbs lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL - #5 : MOMENT APPLIED 8% TOP OF WALL = ft-# - VERTICAL: #1 : CONCENTRATED #2 : CONCENTRATED #3 : CONCENTRATED #1 : UNIFORM #2 : UNIFORM b a . v P 3 1 s I a 4 I 9 I s I I I 1 a I I I 1 1 I I I 8 I I I I I I I I I 8 I n . a a a PLYWOOD APPLIED TO ONE OR BOTH SXDES ? 1,2 ---)) 1 <<-- PLYWOOD GRADE: STR I:l, STR II:2 ---)) 2 <<-- NAIL SIZE: bd, 8d, 10d --- )) 8 <<-- SHEATHING THICKNESS: .3125", .375" , .SO" , .594" --- )) 0.375 ((-- STUD SPACING - 16 in WALL LENGTH = 4 ft LEAST DIM. OF END POST = 3 in * WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 15 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio= 2 - .............................. SUMMARY ------------------------------I USE...... .... 0.375 in Plywood Applied To ---)) 1 Side/s I Required Nail Size = 8 d Req'd Nail Spacing = 3 in Req'd Field Spacing- 12 in I Shear Wall Capacity - 410 plf x # of Sides = 410.00 plf! Actual Total Shear - - 1356 lbs Required = 339.00 plf! UPLIFT CHECK I I I I I I I I I ..Right.. I Overturning Moment on Wall Resisting Moment From Vert. Loads = 5520 ft-# 5520 I 762.0 lbsl Uplift Q End w/o D.L. reductions = 762.0 lbs Use Simpson HD2A Q Left Side of Wall : Capacity = 3270 lbsl Use Simpson HD2A ka Right Side of Wall : Capacity = 3270 lbst Sill Attachment.. .. . I . Use 1/2" Anchor Bolt 8% 29.9 in o/c I or 5/8" Anchor Bolt 8% 46.6 in o/c I 48.0 in o/c I or 3/4" Anchor Bolt 8% FOOTING DESIGN... .. I Reinf. Area Q Left = i n"2 Shear Q Left : OK B Right = 88 Right : OK Overturning Unstable ! I Moments about lower: ..Left.. I I I I I T 8568 ft-# 8568 I I I I 1 I I I I I I I I ........ - _-_ . ._ - .......... HARRY F. FLETTER STRUCTURAL ENGINEER SHT. NO. 'F-l LhzGEA i5Sr4-f 4% 910 San Marcos Blvd. Ste. 201 San Marcos, CA 92069 DATE BY ...... .... ..... -. .. ...... ............... - .... . ._- - .......... PRELIMINARY GEOTECHNICAL INVESTIGATION Single Family Residence Additional 2nd story over existing single story residence Site: 2836 Cacatua Street Carlsbad, CA 10 August 1992 Owner Larson residence Prepared at the request of Mark Witherall PROPERTY DEVELOPMENT ENGINEERS, INC. 1859 S. Escondido Blvd. Escondido, CA 92025 -1- INDEX General Information ........................................ 3 Lot Description ............................................ 3 Natural Terrain ............................................ 3 Seismic Activity ........................................... 3 Proposed Construction ...................................... 4 Field Investigation & Test Results ......................... 4 Recommendations ........................................ 4 & 5 Conclusion ................................................. 5 APPENDIX Appendix "A" . Fault Location Map Unified Soil Classification Chart Appendix "B" . Homeowners Maintenance Guidelines -2- PROPERTY DEVELOPMENT ENGINEERS, INC. 1859 S. ESCONDIDO BLVD., ESCONDIDO, CA 92025 JOHN E. VERNON, PRESIDENT, RCE 21121, GE 858 CHARLES W. DAVIS, VICE PRESIDENT, RCE 21719 BARRY L. MUNSON, PROJECT ENGINEER, RCE 40980 FREDERICK F. BRONSON, CHIEF OF SURVEYS, LS 5085 DELBERT C. DANIELS, CHIEF OF MAPPING, LS 3351 August 10, 1992 Larson residence c/o Mark Witherall P.O. Box 3109 Carlsbad, CA 92009 PRELIMINARY GEOTECHNICAL REPORT Site: 2836 Cacatua St. Carlsbad, CA 92008 To whom it may concern: This is to verify that we have investigated the footing soil conditions and reviewed potential development plans for the above referenced site. The sight slopes mildly to the north to a natural drainway and is the site of prior grading and a single family home. Care should be taken to remove and recompact or replace all unsuitable subgrade soils with high organic root content. The native soil is a light brown silty fine sand SM with clay lenses (Huerhuero Soils per USDA Soil Survey) mixed in previous fills and highly cemented in cut areas of the footprint and is not detrimentally expansive if the recommendations contained herein are followed. It extends to a variable depth of one to three feet and should be observed in footing excavations for adequacy if new footings are required. There are no known faults located close to the site (Elsinore fault is approximately 30 miles NE). (Rose Canyon fault is 12 mi+ SW). It is our opinion that the site could be subjected to moderate to severe ground shaking in the event of a major earthquake along either of these faults, however, the seismic risk at the site is not considered significantly greater than that of the surrounding area. Construction in accordance with the minimum standards of the most recent edition of the Uniform Building Code should minimize potential damage as a result of seismic activity. ENGINEERING SOILS TESTING SURVEYING -3- TEL. (619) 743-8808 FAX (619) 743-7466 The proposed construction as shown on the above referenced plan consists of an upper story addition utilizing existing foundations where loads do not exceed 1500 psf. If spread or underpinned footings are required where loads exceed 1500 psf, the soils engineer shall review any new footing excavations prior to concrete placement to ensure adequate foundation support. All drainage should be directed and maintained away from footings. TEST AND ANALYSES of the prevailing subgrade soils indicated the following engineering properties: Unified Soil Classification SM In-place Density variable Maximum Dry Density 122 pcf Optimum moisture content 11.5 96 Expansivity moderate Active Soil Pressure 40 pcf (Restrained or sloping bkfill) 60 pcf Passive Soil Pressure 200 pcf Design Bearing Value 1500 psf Friction Factor .3 Any auxiliary slab or driveway subgrades should be inspected by the Geotechnical Engineer immediately prior to placement of surfacing. Masonry walls should have designed cracks provided at 20' to 30' intervals during construction. Some settlement of compacted fill is considered normal an2 should be anticipated. In our opinion, the total and/or differential settlement expected for the proposed structures is considered to be within tolerable limits, however, unexpected saturation of the fill soils can lead to excessive differential settlement. Therefore, it is important to provide and maintain proper surface drainage and prevent excessive subsurface water -4- intrusion from sources such as over-irrigation, inadequate drainage, or leakage of subsurface utility pipes. We especially note here that for reasons of economy, we have limited our investigation to the evidence available from visual inspection of the site, testing of the surface or near surface soils, and our discussions with your representative along with review o,f the available documents. We candidly admit that visual examination will not disclose all information but feel the information is adequate at this stage of design. If we have misunderstood your intentions as to the extent of this investigation, please notify us immediately in order that we may modify our program of investigation and corresponding fees accordingly. The conclusions and recommendations herein have been based on the observations and/or testing as noted as well as our experience. No other warranty, expressed or implied, is made. We will be available upon prior notification for furthey recommendations if needed as construction proceeds. Property Development by John E. Vernon RCE 21121, GE 858 Exp. 9/30/93 Engineers, Inc. -5- APPENDIX "A" m>m AD. WOIEGT MAWE FAULT LOCATION MAP I. 8 .. .. .. :.. . .. . ... PROPERTY DEVELOPMENT ENGINEERS, INC. 1859 SOUTH ESCONDIDO BOULNARD ESCONDIDO, CALIFORNIA 82025 Tu. 61w43-8808 PROPERTY DEVELOPMENT ENGINEERS, INC. 1859 S. ESCONDIDO BLVD., ESCONDIDO, CA 92025 JOHN E. VERNON, PRESIDENT, RCE 21121, GE 858 CHARLES W. DAVIS, VICE PRESIDENT, RCE 21719 BARRY L. MUNSON, PROJECT ENGINEER, RCE 40980 FREDERICK F. BRONSON, CHIEF OF SURVEYS, LS 5085 DELBERT C. DANIELS, CHIEF OF MAPPING, LS 3351 SILTS AND CLAYS I UNIFIED SOIL CLASSIFICATION .. TYPICAL NAMES MAJOR DIVISIONS I GROUP SAND ' . GRAVEL . FINE MEDIUM COARSE FINE I CWRSE FRACTION IS LARGER TW NO. 4 SIEVE SANDS MORE THAN WF OF COARSE FRACTION IS SMALLER THAN No. 4 SIEVE C 1 €AN SANOS (LESS THAN 5% FINES) f U4ES J CC SW Cb~y gracrts. grad-rad-clay mixtures. plastic Imcs. Well prrded sands. gravcllr Cads. little of no lines. I HIGHLY ORcANlC SOILS p; Peal Jnd olher highly OfglnlC CUlS. GRAIN SIZE US. STNARO SERIES SIEVE -1- CLEAR SOUARE SIEVE OPENINGS - 200 40 lo 4 3A. 3u 12. t d RELATIVE vmr LOOSE M€DIW DEME DENSE VERY OENSE DENSITY WFOOT 0- 4 4 -la M -30 33-50 WER 50 CLAYS AND PLASTIC SILTS vERr SOFT son FIRM STIFF . VERY STIFF HARD SISTENCY STRENGTH 0 - v4 v4 - v2 IR-1 1-2 2-4 OvER 4 COBBLES BOULDERS A BWFOOT 0-2 2-4 4-8 8 -I6 16 -32. OVER 32 & Water level at time of excavation or as indicated A Undisturbed driven ring or chunk sample Disturbed .bulk sample ENGlNEERlNG SOILS TESTING SURVEYING TEL. (619) 743-8808 FAX (619) 743-7466 APPENDIX "B" '3 i PROPERTY DEVELOPMENT ENGINEERS, INC. 1859 S. ESCONDIDO BLVD., ESCONDIDO, CA 92025 JOHN E. VERNON, PRESIDENT, RCE 21121, GE 858 CHARLES W. DAVIS, VICE PRESIDENT, RCE 21719 BARRY L. MUNSON, PROJECT ENGINEER, RCE 40980 FREDERICK F. BRONSON, CHIEF OF SURVEYS, LS 5085 DELBERT C. DANIELS, CHIEF OF MAPPING, LS 3351 STANDARD SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILLED GROUND Objective: Obtain filled ground which is uniform and has adequate internal strength to support any structures proposed. The method by which this is obtained is described herein. Preliminary Procedures: 1. Permits - Owner shall ascertain the grading permit requirements of the agency whose jurisdiction covers the land on which the grading is to be performed and shall be responsible for complying with them. 2. Water - An adequate water supply shall be provided so that compaction of filled ground will not be delayed. 3. Soils Engineer - A soils engineer shall be retained to provide direction in grading, testing for compaction and certification that the grading complies with grading ordinances and with approved grading plans. Grading: 1. Clearing and Grubbing - All natural surface which is to be covered by filled ground, excavated or needed for brow ditches, swales or other grading appurtenances shall be cleared and grubbed. Trees, shrubs and grass, as well as organic overburden shall be removed from the area to be graded. Cleared material may be disposed of as approved by the local controlling agency. No embankment shall consist of trees, shrubs or other organic material. 2. Natural Ground Preparation - Natural ground shall be excavated from beneath embankment areas to solid material, the exact depth as determined by the soils engineer. This material shall be brought to proper moisture content and recompacted to not less than 90% maximum density as determined by A.S.T.M. D-1557-70. PROPERTY DEVELOPMENT ENGINEERS, INC. ENGINEERING SOILS TESTING SURVEYING TEL. (619) 743-8808 FAX (619) 743-7466 c Any existing fill which has not been certified must be removed and recompacted. If the slope of the existing ground exceeds .1' vertical in 6' horizontal, a bench cut level, 10' wide shall be excavated at the toe of the fill. This will allow the embankment to be placed on a horizontal base for more uniform compaction. 3. Embankment Placement - Fill material should consist of native or imported material which has been brought to the optimum moisture content. Material to be used for embankments may have rocks with diameters greater than 12" providing they are evenly distributed in the soil mixture and are at least 3' below finish grade. Fill slopes shall not consist of, or be founded on, large rocks. Although rocks may be placed along the outside of the toe of the fill slopes. Rock placement in embankments shall be under direct supervision of the soils engineer. Embankment material shall be placed in layers varying from 6" to 12" deep depending on soil type, and compacted by suitable compactive effort to a density or not less than 90% of the maximum density as determined by A.S.T.M. D-157-70. Moisture content and depth of layers shall be determined by the soil engineer at the time of grading, and shall be updated whenever embankment soil types change. As the embankment increases in elevation, new benches shall be cut into original ground. Benches shall be at least 6' horizontally into natural ground, be level and shall occur at intervals to be determined by the soils engineer at the time of grading. Compaction may be obtained by the use of any combination of equipment which will result in an embankment that is properly compacted, uniform in moisture and properly finished to the line and grades shown on the plans or to those set forth in the applicable grading ordinance. 4. Additional Grading - Cut slopes shall be cut to the lines and grades as shown on the plans or set forth in the applicable grading Ordinance. Cut slopes shall be protected from erosion by brow ditches. Brow ditches shall be either earthen or lined with erosion resistant material as shown on the plans or as recommended by the engineer. -2- Embankments shall be protected from erosion by placing an earthen berm along the top of slope for the entire perimeter of the fill. Where drainage is brought down the slope, the drainage way shall be lined with erosion resistant material to prevent loss of embankment slopes. Where eaves are located, less than 5' horizontally from top of fill slopes, eaves troughs shall be provided to prevent weakening of slope due to water intrusion. All areas of the building pad must be well drained. Drainage swales shall have a minimum slope of 1' vertical in 100' horizontal unpaved or 1' vertical in 200' horizontal paved with concrete. Drainage shall be provided to ensure foundations will not be subjected to ponded water. -3- i PROPERTY DEVELOPMENT ENGINEERS, INC. 1859 S. ESCONDIDO BLVD., ESCONDIDO, CA 92025 JOHN E. VERNON, PRESIDENT, RCE 21121, GE 858 CHARLES W. DAVIS, VICE PRESIDENT, RCE 21719 BARRY L. MUNSON, PROJECT ENGINEER, RCE 40980 FREDERICK F. BRONSON, CHIEF OF SURVEYS, LS 5085 DELBERT C. DANIELS, CHIEF OF MAPPING, LS 3351 MINTENANCE GUIDELINES FOR HOME OWNERS Homesites, in general, and hillside lots, in particular, need maintenance to continue to function and retain their value. Many homeowners are unaware of this and allow deterioration of their property. It is important to familiarize homeowners with some guidelines for naintenance of their properties and make them aware of the importance of maintenance. Some governing agencies require hillside property developers to utilize specific methods of engineering and construction to grotect those investing in improved lots or constructed homes. For example, the developer may be required to grade the property in such a manner that rainwater will be drained away from the lot and to plant slopes so that erosion will be minimized. He may also be required to install permanent drains. However, once the lot is purchasez, it is the buyer's responsibility to maintain these safety features by observing a 2rudent program of lot care and maintenance. Failure to make regular inspection and maintenance of drainage devices and sloping areas may cause severe financial loss. In addition to his own property damage, he may be subject to civil liability for damage occuring to neighboring properties as a result of his negligence. The following maintenance guidelines are provided for tfie protection of the homeowner's investment. 1 a. 2. 3. Surface drainage must be directed away from structural foundations to prevent pondins of storm waters or Zrrigation adjacent to footings. Care should be taken that slopes, terraces, berms (ridges at crown of slopes) and proper lot drainage are not disturbed. Surface drainage should be conductec! from the rear yard to the street through the side yard, or to natural drainage ways within the property boundary. In general, roof and yard runoff should be conducted to either the street or storm drain by nonerosive devices such as sidewalks, drainage pipes, ground gutters and driveways. Drainage systems should not be altered without expert consultation. ENGINEERING SOILS TESTING SURVEYING \ PROPERTY DEVELOPMENT ENGINEERS, INC. I TEL. (619) 743-8808 FAX (619) 743-7466 1. 5. 6. 7. 8. 9. All drains should be kept cleaned and unclogged, including gutters and downspouts. Terrace drains or gunite ditches should be kept free of debris to allow proper drainage. During heavy rain periods, performance of the drainage system should be Inspected. Problems, such as gullying and ponding, if observed, should be corrected as soon as possible. Any leakage from pools, waterlines, etc. or bypassing of drains should be repaired as soon as practical. Animal burrows should be eliminated since they may cause diversion of surface runoff, promote accelerated erosior, and even trigger shallow soil flowage. Slopes should not be altered without expert consultation. Whenever an owner plans a significant topographic modification of the lot or slope, a qualified soils engineering consultant should be contacted. If the owner plans modification of cut or natural slopes within his property, a soil engineering consultant should be consulted. Any oversteeping may result in a need for expensive retaining devices. Undercutting of a toe-of-slope would reduce the safety factor of the slope and should not be undertaken without expert consultation. If unusual cracking, settling or earth slippage occurs on the property, the owner should consult a qualified soils engineer or an engineering geologist immediately. 10. The most common causes of slope erosion and shallow slope failures are as follows: A. Gross Neglect of the care and maintenance of the slopes and drainage devices. B. Inadequate and/or improper planting. (Barren areas should be replanted as soon as Possible.) C. Excessive or insufficient irrigation or diversion of runoff over the slope. 11. Owners should not let conditions on their property create a problem for their neighbors. Cooperation with neighbors could prevent problems, promote slope stability, adequate drainage, proper maintenance, and also increase the aesthetic attractiveness of the community. -2- CERTIFICATION OF COMPLIANCE DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 CITY OF CARLSBAD Plan Check No. 9J-gS 6 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. 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. No building , SCHOOL DISTRICT: Car Is bad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) dSan Marcos Unified ,1290 West SanMarcos Blud. San Marcos, CA 92024 (744-4776) Encinitas Union San Dieguito Union High School . 101 South Rancho Santa Fe Rd. . 710 Encinitas Boulevard Encinitas, CA 92324 (6191 944-4300 Encinitas, CA 92024 (753-6491 1 APN : J/S -370 Project Applicant: /ALL ad -- Project Address : Af23k PACA7UP RESIDENTIAL: SQ. FT. of living area ‘O7.f number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/INDUSTRIAL: Sa. FT. AREA A Prepared by I- d &L 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 ap roval an-d construction started before September 1, 1986. (other schooy fees paid) Other / 65. 4 Residential Fee Levied: $ 73 sq. ft. @ Comm l I ndust Fee sq. ft. @ Sc hob1 D i strict J2Jf f i C ia I‘ ’ Date / AB 2926 and SB 201 fees are capped at $1.65 per square foot for residential. AB 2926 is capped at .27 per square foot for commerciallindustrial. ..