The URL can be used to link to this page

Home My WebLink About2801 CACATUA ST; ; CB890438; Permit09-27-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Permit Permit No:CB890438 Building Inspection Request Line (760) 602-2725 Job Address: 2801 CACATUA ST CBAD Permit Type: SFD Sub Type: Parcel No: 2153600100 Lot #: Valuation: $124,914.00 Const Type: NEW OccGroup : R3 Reference #: Project Title: 1705 SFD THIS IS NO ON PLANS SEE OTHER THREE 891441, 1442, 1443 Applicant: LEEPER, RON 2142 CAMBRIDGE AVE CARDIFF, CA 92007 619-756-1962 Status : FINAL Applied: 03/28/1989 Appr/Issued: 09/28(1989 Entered By: CD Inspect Area: TP Owner : LEEPER, RONALD & JOYCE Total Fees: $7,240.00 Payments To Date: $7,240.00 $0.00 Balance Due: Description Fee * ELECTRICAL TOTAL ($10 30.00 * MECHANICAL TOTAL 55.00 * PLUMBING TOTAL 64.00 Building Permit 727,OO Enter 'Yr for Bridge 530.00 Enter 'Yr for La Costa T 670.00 Growth Management Fee & 310.00 License Tax 4,372.00 Plan Check 473,OO ................................................................ --------------- FINAL APPROVAL Inspector: Date: Clearance: ~~~~ ~ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "feeslexactions." You have 90 days from the date this permit was issued to protest imposition of these feeslexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Cadsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. BUILDING PERMIT Permit No: CR890438 12/27/90 11:52 Project No: AS90[1738 Page 1 of 1 Development No : Permit Type: SINGLE FAMILY DWELLING Parcel No: 215-360-01-00 Va lua t, i on : 124 , 914 Occupancy Group : R3 Class Code: Status: ISSfJED Description: 1705 SFD THIS IS NO ON PLANS Appl i ed : 0 3/ 2 8 /8 9 : SEE OTHER THREE 891441, 1442, 1443 Apr/issue: 09/28/89 I Job Address: 2802 CACATUA ST Str: Fl: Ste: f,?" . :.- .;.*&:'> I.,::..: ?,'p$ .::;$;- ij i. 82 - . ,b 1 .; ,. ... .Vi' :I.. .?+; y- - .. Construction Type: NEW C@lOS* Validated By: CD Applicant: LEEPER, RON 6k9-756-1962 2142 CAMBRIDGE AVE CARDIFF, CA 92007 CONTRACTOR : LEEPER DEV P O BOX 34 RANCHO SA *** Fees Required Fees : Adjustments : Total Fees: -----_____---_______ Fee description -________-________ Building Permit Plan Check Strong Motion Fee Enter 'Y' for La Co Enter 'Y' for Bridge * BIJILDING TOTAL Enter "Y" for Plumbing I Each Plumbing Fixture Each Buildinq Sewer License Tax Growth Management Fe Each Water Heater > Each Gas Piping System > Each Vacuum Breaker > Other > * PLUMBING TOTAL Enter 'Y' for Electric Issue Fee > * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts To 100,000 BTU > Single Phase Per AMP > Each Metal Fireplace > Each Vent Fan Single Duct > Each Hood > Each Dryer Vent > * MECHANICAL TOTAL 1.00 1.00 2.00 10.00 100.00 1.00 1.00 3.00 1.00 1.00 I. I 2.50 2.50 2.50 .25 9.00 6.50 4.50 6.50 4.50 619-756-1962 . 0 0 7,230.00 10.00 Ext fee Data _----__--_______ 727, 00 473.00 9.00 4372.110 Y 670.00 Y 1330.00 Y 310.00 6 7091. 00 7.50 Y 30.00 6.50 2, SO 2.50 5.00 10.00 +4GAS 64.00 25.00 30.00 15.00 Y 9.00 6.50 13.50 6.50 . 4,. 59 55.00 5.00 Y RNG! CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 DECLARATIONS WORKER'S COMPENSATION OWNEMBUILDER CONTRACTOR II 1r-l LENDER -1 0 D > 0 -0 3; 0 n r- 0 b 0 I. I -I White - Inspector Green - (1) Finance Yellow - Assessor Pink - Applicant Gold - Temporary File DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (61 9) 438-1 161 MISCELLANEOUS FEE RECEIPT Applicant Please Prlnt And Fill In Shaded Area Only 7 %?-438 PLAN ID NO. .p QQ ESTMATED VALUAT ON LIITs,Qrr PLAN CHECK FEE 001-810-00-00-882 E26 IF THE APPLICANT TAKES NO ACTION" \ 1 WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. SUBDIVISION LOT@) CHECK IF SUBMITTED: 2 1987 ENERGY CALCS \ 2 STRUCTURAL CALCS LA COSTA LETTER SCHOOL FEE FORM CONTACT PERSON )4@ , 1- 4 p 9 Q c 6 ADDRESS 2/42 (e-1 p4eJ cf d- CERTIFICATE OF OCCUPANCY A Y' APPLICANT'S SIGNATURE ' DATE White - File Yellow - Applicant Pink - Finance Gold - Assessor FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING, FIRE PLANNING U/M WATER PLAN CHECK#: CB890438 PERMIT#: CB890438 PROJECT NAME: 1705 SFD THIS IS NO ON PLANS SEE OTHER THREE 891441, 1442, 1443 DATE: 01/08/91 PERMIT TYPE: SFD ADDRESS: 2801 CACATUA ST INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - . 9 -* - CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB890438 FOR 01/09/91 INSPECTOR AREA TP DESCRIPTION: 1705 SFD THIS IS NO ON PLANS PLANCK# CB890438 TYPE: SFD CONSTR. TYPE NEW JOB ADDRESS: 2801 CACATUA ST STR: FL: STE: APPLICANT: LEEPER, RON PHONE: 756-1962 CONTRACTOR: LEEPER DEVELOPMENT PHONE: 619-75 SEE OTHER THREE 891441, 1442, 1443 OCC GRP OWNER: PHONE : REMARKS: MH/RON/756-1962 SPECIAL INSTRUCT: v INSPECTOR TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS RW900124 ROW ISSUED CB900495 SPA ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical AP II. DATE 122890 121790 101190 101090 090690 082790 082290 082290 081390 081090 060590 060590 060490 052390 050890 050890 050390 042790 032090 020890 020890 020790 020790 012690 012490 ***** INSPECTION HISTORY ***** DESCRIPTION Gas/Test/Repairs Const. Service/Agricultural Shower Pan/Roman Tubs Shower Pan/Roman Tubs Interior Lath/Drywall Interior Lath/Drywall Insulation Rough Combo Rough Electric Rough Electric Exterior Lath/Drywall Rough Combo Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Shear Panels/HD' s Rough/Topout Roof/Reroof Roof /Reroof Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Steel/Bond Beam Underground/Under Floor Underground/Under Floor ACT INSP COMMENTS AP TP NR TP NO PERMIT FOR TPP AP TP NR TP AP TP CO TP AP TP AP TP NR TP NR TP NR PK/WDM CO PK/WDM NS WDM NR WDM AP TP OK TO WRAP AP TP AP TP CO TP NR WDM FIELD CONSULTATION CO TP LETTER FROM SOILS ENG REQ CO TP INCL FTN CHANGE CO TP CO TP AP TP GAS LINE U/G AP TP 0 APPROVED PLANS SHALL BE ON JOB SITE 0 EXTERIORLATH 0 INSULATION 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING LWS LA 'r //JL/,L 40 G2 &/L - /+ TOP OUT PLUMBING SEWER AND PUCO. MISCELLANEOUS PLENUM AND DUCTS 0 COMBUSTION AIR 0 CONDITIONED AtR SYSTEMS 0 SOLAR 0 GRADING I c3fKxx 0 OTHER I I ,- TIME: x~ SATE ~ INSPECTOR CITY OF CARLSDIAD I BUILRING INSPECTlON DEPARTMENT I BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 5540 RUFFIN ROAD SAN DIEGO. CALIFORNIA 92 123 January 22, 1990 PHILIP HCNKING BENTON PRESIDENT * CIVIL ENGINEER Royal Ann, Ltd. 1432 Wild Meadows Place Encinitas, CA 92024 Attention: Mr. Dennis Sirrine Subject: Project No. 89-12-l1F Supplement to Soils Repor't Lot 513 of La Costa Meadows Unit 3 2801 Cacatua Street Carl sbad, California Gent 1 emen : TELEPHONE (6 19) 565- I S55 It is understood that an alternative design/is requested for the footings for the project planned at 2801 Cacatua Street in Carlsbad, California. In our reports dated April 9, 1989 and December 27, 1989, we recommended that continuous footings be used throughout and that these be founded at a minimum depth of 2.0 feet below the lowest adjacent exterior finished ground surface. These footings were to be reinforced with one #5 bar at 3 inches above the bottom of the footing and one #5 bar placed 1% inches below the top of the stems of the footings. If two reinforcing #5 bars are placed at 3 inches above the bottom of the footing and two reinforcing #5 bars are placed 1% inches below the top of the stems of the footings, then the required depth of the footings may be reduced to 18 inches below the lowest adjacent exterior ground surface. The footings shall be continuous and interconnected throughout. shall be inspected by a representative of our firm prior to placement of reinforcing steel to verify that all loose,disturbed,and saturated soils are removed from the bottom of the footings. The footings Respectfully submitted, BENTON ENGINEERING, INC. Reviewed Distribution: (3) Addressee JHB/PHB/ jer BENTON ENGINEERING, INC. 5540 Ruffin Road SAN DIEGO, CALIFORNIA 92123 (619) 565 -1955 c1'. ;me? -* . - THE FOLLOWING WAS NOTED DATE I JOB NO. 1 I PRESENT AT & 1 I GOLDEN & ASSOCIATES Civil Engineering Structural Land Surveying Astronomic Positioning b .. ! 2233 Maxson Street, Oceanside, California 92054 (619) 967-6248 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 5eriiE.G ~ & /N DATE : 3 /qj3j+ JUZISDICTION: OF flJk(<A#A - 1 FILE COPY ----I SET : TiUPS PLAN CHECK NO: g?-q>p ?DESIGNER -A ?ROJECT ADDRESS:Jao/ (fid 07 iQlm7-m SZ 1 The plans transmitted hkrewith have been corrected where building codes. m necessary and substantjally comply with the jurisdiction's The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor def icien- are resolved and - cies identified checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. c] identified on the enclosed check list and should be corrected The check list transmitted herewith is for your information. The plans are being held at Esgil Cor?. until corrected plans are submitted for recheck. 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: 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 ci been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: Enclosures: UdE . . . . . . . . . . I C ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE : ~EP;TG?H 6 Eie 19. /469 JURISDICTION: C/TY df CPELSAfiD '-FILE L; COPY PLAN CHECK NO: 89 - (/3 8 SET: -/ $- ZUPS r DESIGNER 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 0 with the jurisdiction's building codes when minor def icien- cies identified 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. 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 The applicant's copy of the check list has been sent to: 0 jurisdiction to return to the applicant contact person. f?Dd IL = FPPE 4Na mmRa In&,r 4 VC. Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: JML w. OdLV. &&1C)7A CT IJ~UIF W 19(to*A Es&/f By : Enclosures: I)PAJC LDh //J 99/P OUT 9//9 LIGA ~JAA Mvw DM ESGIL C RPORATION murmEa?lum=: s #. Submit complete electrical plans and specifications. ,d. Submit plan showing location of all services. ,d Submit complete one-line diagram of service and feeders. Indicate the grounding system to be - installed for building %-ice. p1Qo/jvC CO $$p“ Am or= 03 qoo -7 %&ate &ere interrupting capacities - (AIC) of service and subservice equipment. NEC 230-65/110-9. p?/&fldfi IndiLte sizes of fuses and/or circuit breakers. y> Po0 Aj c /. 7. Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits. i.e. JJN, m. @ If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. ofi ~fl>TTg showing location of all switchboards. 8. Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). #. Submit plan transf ormars. showing location of all . Indicate the grounding system to be NEC 250- ’ installed for transformers. 26(c). MIB: 9-/4-v9 m-- RAllcBIp[I(BR:o(IwEIIDILUXl 0 DARRELL HORRISON )if. Provide overcurrent protection on the NEC 240- secondary side of transformers. 21/384-16(d). #. Submit plan showing location y. Submit panel - schedules. of all panels. Specify conduit and wire sizes. t/- Specify aluminum or copper conductors and type of insulation. j@? Show approximate length of feeders. 19. Specify electrode conductor size and type 0 wire. (aluminum or copper) 4s /7n/.-’$E&VtG oAV UJATER UPGK C_TT)’OO* r73JTX56 A &Wrs)MdM & ZCU. - 20. Submit electrical load calculatiom. # Indicate existing service size. #. Indicate existing building load. $ Indicate new additional loads. #. Indicate wiring method, i.e. EMT, metal flex. Show exit signs on the electrical ’ lighting plan. Note: Power for exit lights and emergency lighting must conform to the 1985 UBC Sections 3313 and 3314. 2$? Provide receptacle(s) within 25’ of the roof mounted A/C units. UMC Section 509. Provide multiple switch lighting controls per CAC, Title 24, 2-5319. Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. Thank YOU. To speed UP the recheck process, note on this list (or a COPY) where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. 08/14/89 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 , DATE : .<rP;rE)n / 6- /a. 9 JURISDICTION: UTY np cZA&uA/Fd FILE COPY PLAN CHECK NO: 89- 4.3g SET: Ill I-JUPS PROJECT NAME: .5 ,I f 9's c &EP€=R PFUFLOPJ '2 DESIGNER PROJECT ADDRESS : 2 go/, 0 3,05 a07 @AcRrtc/S S7; 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 0 with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 0 identified on the enclosed check list and should be corrected . and resubmitted for a complete recheck. The '=&I+& 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 0 jurisdiction to return to the applicant contact person. Tmhri-rrL - ' (B The applicant's copy of the &-e& 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 that the plan check has Date contacted: 9 -/a-89 Telephone # q5b -196~ been completed. Person contacted: k.mJ k€??k-P / REMARKS: Pbl)rD~ b)w /A/ L1; ,5/d h/cc / //% D/AG&&m - v EL .s f m&v/ c FOP 1 4&J MP -4ER u/<c Enclosures: f/Q.d€ I' t f- Servicx Requirement Cal,cul.ations for (p 5s--Y3.? / 1.- E E P E. R DE VEL (2 P ME N l” 4 4 1705 sq ft single family dwellings ELXJ to be located on Cacatina St. in Carlsbad, CA Application of demand factor 3000 n? 1.cm x rj,615 3 35% Other loads D i 5 h was tl er Garbage I)isp. Dryer FAU motor 5.J P 3,000 2,315 1,400 1 , 1-76 5,000 696 ------- ------I Application of demand fac:tcr- 3000 1Oc3 X p35,460 07 35% 3,OOQ 1z7 41 1 Other loads 4 Dishwashers 4 Garbage Disp. 4 Dryers 4 FAU 1~1ot0v.s i SAN MARCOS El..ECTRXC 9178 Cycad Dr. San Marcos, CA 92069 b 19 ) 4.7 1-7326 CA State lic # 505128 d- CI .- E M .- VI I W L Q) zl 0 Q 0 M I I I: z 3 i?Ti ---I $1 H: -1 J t( 1 3 z CJ 31 b L ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560.1- &4r,//..s7 a9 /9f9 / DATE : JURISDICTION: 17Y Df / L7ARLf;pAo PROJECT ADDRESS :A,@/, 0 3, b5 407 @8U7 a# PROJECT NAME: .Y5,Fcb'5 Lzz?v%* e OFILE COPY OUPS 7 PLAN CHECK NO: #+3f SET: /I, ODESIGNER s I 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 def icien- cies identified are resolved and checked by building department staff. 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have significant deficiencies 0 identified on the P osed check list and should be corrected andsesubmitted complete recheck. The check list tgansmitted herewith is for your information. plans are submitted for recheck. m 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. The applicant's copy of the check list has been sent to: $6 CA 9am7 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: PLrfi- /nax~ rhr -c37brl< 90 7H€ d&t5 /?JP c 7pa C/FJ 45 .c i?F.CUf?& t- P*A)< , dlLF7t) U wnt-'Eno.< SCJI-"'C 5%-: PLR?JSARE &an 1,)G d1F-Fi ULT m P 6.D. Enclosures: u!olt)fF . b 1 I . Plan: NO- R9-(ni? FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform' Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy - conservation, noise attenuation and access for t __ the handicapped. regulations enforced by the Building Inspection Department. based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have ' to be satisfied before the plans will be in conformance with-the cited codes and regulations. The plan check is based on You may have other corrections Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Piease make all correctiona on the original tracings and submit two ncv, sets of prints, . and any original plan seta that may have been returned to you by the jurisdiction, 9sawfipEdKp c DE &fa42 Sfill B, E6D. C& 92 ;r 3 3 3 0 to: BIL CWA To facilitate rechecking, plcase identify, next to each circled item, the sheet Of the plana upon which each correctlon on this sheet has been made and return this check sheet with thc revised plana. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. me if YOU have any questions regarding these items. Please contact -___- - -- Data plans received by plan checker i?//</,3'9- Date plan check completed g,/b-)T BY E/L€€d up(&= , ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (610) 560-1468 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: g/%Z Pl&#aO&&A& &w/F.. 92dp 7 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS : HdllaRRucKIma€mq cmospc*pr-nun ~FAMLYbllDDapllEltIlclEugff Date plans received by jurisdiction: . 4%94? ,3-&-PP Date plans received by Eegil Corporation: Date initial plan check cqlefd: 4 Byr s@u.k% Applicant contact person: Tel-: 73-6 -/96 2 nm: Pm~mma~IrsPlrcasarrvIllomrras List No. 63, Carlsbad Single Family Dwelling and Duplex With All 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 depsrtmants. Present Cnlifornia law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 LlMC (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 cbange. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not pennit the violation of any state, county or city law. To UD the recheck nrocess. note on this list Jot a CODY) where each correction item has beq addressed i.e.. ~lan sheet. snecification. etc. Be sure to enclose the marked UD list when YOU submit the revised ~l-. lpaplIll0 aazxcrxm Supplements. (1985 Please make all corrections on the original tracings and submit tvo new sets of prints, and my original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite t208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by .the 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 expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UHC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c). Indicate distance from property lines to proposed building. Section 302(c). Section 302(c). Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shm on the site plan that is not included with the building permit application filed should be clearly identified as "not included." 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, €or story determination. ~PRcnmmoH Walls closer than 3 feet to property lines shall be one-how rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and redl property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. 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 dwelling units having a staixway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. . mbitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). 9. Window area must be at least 1/10 of the floor area and a minimnu of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). Lm- D-UU*Rm At least 112 of the cornon 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. . 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). Provide mechanical ventilation capable of providing five air changes per hour in .bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. hn+c nmzumi, LNLI-LF)~~)OCY ~m. . No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). 4. Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). $. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). . Dimension on the plana the 30" clear width for ' water closet compartments and 2W clearance in front of water closet. Specify safety glazing for glazing in hazardous 9 locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 946. Section 1205 (a). P- Section 1205 (a). Section 511 (a). . td 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. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 4b1I 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. Section 5406 (d) 6. Section 5406 (d) 5. A mezzanine is an intenaediate floor and may not have a floor area exceeding 33 113 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding lr2" in height. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. Section 1716. WITS. sIAmw!s. AHD RAnmGs Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). Required exit dooways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 330b (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. Provide stairway and landing details. Section Maximum rise is 711 and minimum TWI is 11". stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" mwimum and run 9" minimum. 3306 (b) 61 (C)* @ men the y. Minimum headroom is 6'6". ;7! Minimum width is 36". satisfy the following: P. more risers. handrails per Section 3306 (j), shall Provide handrail for stairways with 4 or . Handrail shall be 30" to 34" above the nosing of treads. id. +- Yo ?- The handgrip portion of handrail shall be @ not less than 1 1/4" nor more than 2" in cross-sectional dimension. " Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. 3304 (i). A door may open inhard at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). Provide details of winding stairway 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. Section 3306 (g), b. Maximum rise is 8 inches. C. Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): a. Minimum nan is 7 112 inches measured at a incbes from where the treads are point 12 the narrowest. b. Maximum rise is 9 112 inches. e. Minimum headroom is 6 feet 6 inches d. The tread must 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. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 314 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). 4f. Exterior stairways shall notproject 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 . Within units, show that corridors have a Section 3305 (b). '7 for metal stairway, or . (m). minimum width of 36 inches. Room . Specify roof slope.' . Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h) . ~~ Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval nmber for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 112 inch in 12 inches. Specify minimum llh inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Section 3203 (e) 2. Section 3203 (e) 3. Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3101 and 5207 or provide I.C.B.O. approval number. Km &?q5l &U&Q.ED 9/& rmw R FoOP PU. ~075 . Plastic skylights must be separated from each fl other by at least 4 feet. Section 5207 (a) 6. n 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 l%.ast 3 feet above eave vents or cornice vents. show' rewired area and area provided. Section 3205 (c). n Provide fireplace construction 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 1, 'comply with Section 3006 (d)l and Section 2515 (a>. Show ties and #9 wire in horizontal jolnts. 6b. Show height and construction details of all masonry walls. Chapter 24. (6. 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 lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers it not permitted. Section 2310 ti 2312 (j)3A. . Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the Walls. Section 1707 (a). @ 6J. f Show a miniwnn 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGEAlpDcARmus {O. Garage requires one-hour fire protection on the garage side of walls and ceiling cormon to the dwelling. f. 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) f. Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (a). . Garages are not permitted to open into a room used for sleeping purposes. . An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. #. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width . Table 25-1. f. 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 330k (h). Provide an 18'' raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). Table 5-B, Section 503 (a). Section 1104. ImImATIm 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). . Ihe foundation plan does not comply with the + soils report reconmendations 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 recomwndation for foundations, slab and building pad preparation. n 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 recornendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils report recornendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in accordance with the soils report, backfilled and compacted, and reinforcements comply with the soils report and approved plan." Show height of all foundation walls. Chapter Show height of retained ea.rth on all foundation walls. Chapter 23. UTD If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and 2. The utility trenches have been properly 3. The foundation excavations, fomings and. -0 show steepness ana heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Dimension foundation per U.B.C. Table 29A: Section 2907 (a). Section 2905 (f), 2907 (d) 5. Floors FootinA Swmrted* Stemwall Width De~th Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 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. Show foundation sills to be pressure treated, or equal. Show foundation bolt size and spacing. Section 2907 (f). HD Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. h7 D Section 302 (c). @ If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), @ ii:..(.%:dy an that :e hold required down by anr ylculatiys ors IDUS tied in place prior to foundation. Section 305 (e) 1. Show adequate footings under all bearing walls . Show on the plans stepped footings for slopes Show mink 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. undisturbed soil. Table 29-A. Section 2516 (c) 3.LofD 6 and shear walls. Section 2907 (b). ' steeper than 1:lO. Section 2907 (c). 87. Show pier size, spacing and depth into . Show minimum underfloor access of 18" x 24". ' Section 2516 (c). Show minimum underfloor ventilation equal to 1 tg sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. . Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. . Section 2516 (c) 6. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x G diagonal let-in braces or equivalent. Section 2517 (g) 3. 102. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at interpals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. 0 103. Show blocking at ends and at supports of floor and trusses at exterior walls. joists, rafters Section 2517 (d) 3, 2517 (h) 6.~07 3 0 l91* p. 1p. 1. Ch Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Show rafter ties. 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 Section 2517 (d) 5. Section 2517 (d) 5. (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 108. Show 112'' minimum clearance between top plate of interior partitions and bottom chcird of twses. (To ensure loading will be .as designed). 0 1b. Show double top plate with minh 48" lap 0. Show nailing will be in compliance with Table splice. Section 2517 (g) 2. 25-Q. locations per Section 2516 (f): Show or note fire stops at the following In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the nm and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and in openings around vents, pipes, ducts, chinmeyo, fireplaces and similar openings which afford a passage €or fire at ceiling and floor levels, with noncombustible materials. @ p. q4. Show stud size and spacing. Hwimupp allowable stud heights: Bearing wall: 2 x4 and 2 x 6 mw. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 25-R-3. 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. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). 115. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). 116. Detail shear transfer connections, including roof and floor dia hragms, to shear walls. 0 0 Section 2513. LO7 8 lt. 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)). ljf8. Show 3" x 4" or 2" x 6" studs in first story of three story building. 119. Provide truss details and tws calculations for this project. Specify truss identification numbers on the plans. Table 25-R-3. 0 n 120. Provide roof framin plan and floor framing uplan. n S.?c).LK D (121,)Provide framing sections through Section 302 (c). 122. Specify all header sizes 123. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 124. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). for o wide. Section 2517 (g) 5. LorpBing OVer4' 8 0 . on the plans all structural requirements developed in the structural calculations. Section 302 (e). (See comoents below or at end. ) . CO~IIUIS 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 io decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall l2I* 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. Show location of attic access with minimum size 22" x 30". Section 3205. L5f D 19. Show draft separation for attic areas between units in a duplex. Section 2516 (f). -. . . Specify plywood grade and panel identification index. Table 25-N. 1 1. When-roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). . If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. . Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. other weather exposed areas, is exterior grade. Section 2516 (i). on all exterior stud walls to be stuccoed. Section 4706 (e). 6. Detail truss layout for 30" x 30" attic access, if required for quipm8nt in the attic. P Show plywood sheathing over exposed eaves, or Show a weep screed at the foundation plate line 3 2f17 (h) 3. . In open beam construction, provide strap ties Section across the beams at the ridge support. 2501 (b). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Hechanical Show the size, location and type of all heating and cooling appliances or systems. Show source of combustion air to furnace, per Chapter 6, UMC. LDT D 1 1. 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. UBC. Sec. 1211. Id. Show minimum 30" deep unobstructed working space in front of furnace. 143. Note on plans, "clearances to be per . Funrace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. t Section 505, UMC. mU- 0 manufacturer's listing." Section 504, UMC. Show I.C.B.O. approval number for prefab fireplace. 16. Show access to the attic or underfloor furnace f to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. . Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 14. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. . Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 150. 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 ceil . UBC, Section 1706 3 6. 0 151. Provide dryer vent to outside. UHC, Section 0 1903. 12/16/07 8 ~11 wiring shall comply with the National Electrical Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. 1 3. Show location of all electrical receptacles. 154 Electrical receptacle locations and/ 6 is not adequate in J 0 T V - m4xl . Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and bssmts. NEC, Art. 210-52. 156. 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 eipment) shall be GFI protected. NEZ, Art. 210-8. ' . per NEC, Art. 250-81. 0 Note electrical system ground to be provided Show water heater size, tme and location on plans. UPC, Section 1301. Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. . Fuel combustion water heater shall not be Ipo installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 1. Provide adequate barrier to protect water Ip heater from vehicle damage. UPC, Section 1310. 162. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 0 n . Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). m1SB IlIsuun 011 tamrwssl Show details of duplex comon (party) walls 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 25. piping, electrical devices, recessed cabineb, bathtubs, soffits, or heating ventilating, or exhatst ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. 7. Provide insulation in walls and ceiling to achieve STC of SO between garage and living area if garage use is not controlled by resident. Title 25. show how penetrations of assemblies for ImmGr UatsmQmcn . Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Prvide plans, calculations and worksheets to show compliance. completed and properly signed Form CF-lR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plw, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy desi lfi. Section 1403(a)l, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation. Zhe signer engineer, electrical engmeer, architact, general building contractor, mechanical contractor or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document sip- are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. The new regulations require a properly flub 2%&m jT Ea E& Y mU5. L&8b* IS hd shall be a civil eng+eer, mechsru 'Cal 163. Note on the plan that hose bibbs and lawn sprinkler system &all have approved backflow prevention devices. UPC, Section 1003(h) & u (i). ~ll energy items shown on the plans must be in agreamnt with the information shown on the properly completed Form CF-lR. Specify on the building D lan all of the mandatory energy conservation :equirements as listed on the enclosure titled, "Mandatoly Enerpv Conservation Reauiremnts1*. 173. 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/Ht. . 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. Q $5. See additional corrections below or at end. 6. Energy conservation design should be for Zone ' 7 . See attached energy packages. -. Floor drains must have auto-prima .(city Note exhaust fans cannot be ductless type (city policy). policy). 179. New residential units must be pre-plumbed for future solar water heating. Note (kwo roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). LOT D l+. Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating mubt be insulatedwheninareas that are not heated or cooled by mechanical umans (city policy). 0 Incorporate the waterproofing details, on the '$' attached Policy 80-8, where interior living space occurs below grade at the masonry wall (s) . 183. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 184. All new residential buildings, including additions, require a soils report. Please subanit two copies. $5. Heavy timber framing, minimum 6" x 10" beams and minh 8" x 811 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). 16. UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203( e). 9792 requires two parking spaceslunit with clear area of 2O1x2O1 Le. no washing machines, etc. Show compliance. Please see additional corrections, or remarkr, on the following page. 0 0 1$7. City Ordinance The 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 E )I FFd t!dfiLhEL at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnel1 at the City of catlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: 1. 7/29/08 10 I 1 I I ~ I All heating, ventilating, air conditioning, and water heating equipmcnt shall meet a11 of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Coamisrion. A bo stage themostat, which controls the supplementary heat on its second stage, shall be provided for heat puurps. Thermostats shall be equipped vith M automatic setback, vhich the building occupant an program to automatically set back the thermostat twice in 21 hours. Equipment vhich requires preoentivo maintenance to maintain efficient operation shall be furnished vith coapltto necessary maintenance information. A11 gas-fired fan type central furnaces, gas-fired fan type Val1 furnaces, and cooking applimeer shall be equipped with an intermitt& ignition device. All fan systsms exhausting air to the outside shall be provided vith backdraft dampers. ~ll transverse duct, plenum, and fitting joints shall be sealed with pressure rensitirr tape or mastic to prevent air loss and shall be insulated to confonn to the provisions of Section lo05 of the VMC, 1982 Edition. A vapor barrier is required in elhate zona 1, 11, and 16. All mMufactured vindws and sliding glass doors -11 meet tho 1972 ANSI air infiltration standards and shall ba certified and labeled. All cvinging doors and windows leading to unconditioned areas shall be fully weather-stripped. Storage type water heaters and storage and ba&q tanlrs for solar systems shall bo mternally wrapped with R-12 inoulation or greater. =e five feet of pipe closest to the vatst hater, if outsida conditioned space, shall b. insulated with a minisum of R-3. piping outside the building envelope shall be insulated In accordance vith dEO-lW6(d). Lamps used in lumiwies for general li#aring in kitchens and bathrooms shall have M efficiency of not less than 25 lrrm~s per watt. Werhaads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standuds and shall bo certified to tho Energy Commission. Masonry and factory-built fireplaces on Uttarior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intdu equipped with a raadily accessible, operable, and tight fitting dampar to drav air from the outside of the building; and a tight fitting flue damper vith a raadily accessible control. Insulation uod shall coinply vith California Quality Standards. The insulation installer shall porta signed certificate...Secti0n.276.. (All Occupancies). After installing insulation, the inttallar shall post in a conspicuour loeation in the building a certificate signed by the installer and Lhe builder stating that the installation confornu the nquircmants of Title 2&, Part 2, Chapter 2-53, and that the materials installed conform vith the requirements of Title 20, Ch.ptat 2, Subcbapter k, htticla 3. shall state tho manufacturer's me and matorial identification, the installed "R1* valuo, aad (in applications of loose fill insulation) the minimum installed veight per squaro foot consistant with the manufacturer's labaled duuity for the desired "R" value. For infiltration control all oponingt and penetrations must be uulW and shllod, such u uound window, at sola plates, and openings for utility pipes and vitu. Staam and sru condensation -caturn piping and recirculating hot water . Jnsulation Certificate Ihe cortificate OEVELOPMENTAL SERVICES BUlLOlNo DEPARTMENT THE INFORMATION LISTED BELOW MUST BE SHOUN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY OWELLING -* dite Address Legal Description Assessor’s Parcel Number duantity of Grading in cubic yards /Contact Person - Name and daytime Phone Number Aircle any Planning Commission or City Councjl Action on this Property: Va ri ante , Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PLAN CHECK NUMBER 89 -q’3a cd 112383 Da t c I &/f? Prepared byt F-!JU A ir Cond i tionine Comer c ial Residential Res. or Comm. Fire Sprinklers CITY OF CARLSBAD VALUATION AND PUN CHECK PEE @ @ e a Sldge Dept. 0 Esgil PLAN CHECK NO. 89 -L /3 B . BUILDING ADDRESS d803, $805; ago7 flHPJ? TuA .sZ AP?LICANT/CONTACT R, L,+EF?GP PHONE NO .z5L - /sL;a BUILDING OCCUPANCY A - 3 /m 4 I DESTGNER PHONE TYPE OF CONSTRUCTION )/$ CONTRACTOR PHONE /fV@ I I I 1 I I I I u-3 f@J R/db Total Value Building Permit fe8 $ s 71- $ q&5. 23 Plan Check fee S Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET / OF 2 12/87 Date t& Prepared by t C oiPmerc ial . Residential @ Res. or Corn. Fir e SDr ink1 ers @ Total Value I I@ . 4.4&27z, J CITY OF CARLSBAD VALUATION AND PUN CHECK PEE 0 91dg. Dept. a Esgil PLAN CHECK NO. 89 * 9.g ' BUILDING ADDRESS . P*PJ?7UA sz Ap?LfCANT/CONTACT R, LE@! PHONE NO. =?$A - ./[@u DESTGNER PHONE CONTRACTOR PHONE BUILDING OCCUPANCY TYPE OP CONSTRUCTION I Air - Conditionina I I I I c 0 w w c N f St Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. 12/87 SHEET 2 OF a dm'o ddo odo 0 do do 0 do 0 do ENGINEERING CHECKLIST Date : 4AZh 7 Plan Check N&. $38 Project Address : - &i -2807 &WWA Project Name: q5m -dme fl&/~cew..q Field Check Date: By: LEGAL REQUIREMENTS Site Plan LEGEND I tem Complete Item Incomplete - Needs Your Action Number in circle indicates plancheck number that deficiency was identified 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, propert asements, existing and osed s t r c t u res , I 2;;s ti ni - s tree t i mp rove me nwG-3 &and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, ,@de adjacent to buildina3 existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. 4. Provide assessor's parcel number. Provide legal description of property. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. 7. Need the following completed prior to building permit issuance: Grading plans in plan check PE A. Grading plans signed. 5. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-way Permit required for work in public right-of-way (e.g., G4, iveway apprZ9 sidewalk, connection to water main, etc) . 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED - - 10. Park-in-Lieu fees required. .c_ Quadrant: , Fee Per Unit: , Total Fee: 11. Traffic Fee Per Unit: , Total ddn 13. Public facilities fee required. , 14. Facilities management fee required. Fee: %!z&) e . @e? 0 IS. Additional EDU's required: ~!dLtk3 -A- &7%~& . Sewer connection fee: - 2. dd0 16. Sewer lateral required: /t&Q REMARKS:& U lDate : /' If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1 161. $f "h nu uu DEI DU PUNNING CHECKLIST Address zSQr-t&7 cq4)p9 c) Plan Check No. @ ' 73% / Type of Project and Use (56; 44 c&-& ds +p$) Zone 'b W Use Allowed? YES Setback : Front Side Rear /- Facilities Management Zone t3 I School District: San Dieguito * - Encinitas - Carlsbad San Marcos Discretionary Action Required Environmental Required YES NO 2 Landscape Plan Required YES Comments Coastal Permit Required YES NO ,. .. . .r . I ,! .i ~ 3 2047 735 STRUCTURAL CALCULATXONS For GOLDEN - PUETT Civil Engineering & Structural Design 2233 Maxson St. Oceanside, Ca. 92054 (619) 967-6248 STRUCTURAL GENERAL NOTES 3) FOUNDATION NOTES ALL EXISTING LOOSE OR UNCOMPACTED FILLS SHALL BE EXCAVATED, PROPERLY TREATED, REPLACED APiD PROPERLY COMPACTED. CONSULTANT MAKES NO REPRESENTATIONS CONCERNING SOIL CONDITIONS UNLESS SPECIFICALLY INCLUDED IN WRITING AND HE IS NOT RESPONSIBLE FOR ANY LIABILITY THAT MAY ARISE OUT OF THE MAKING GENERAL SOIL TESTING. OR FAILURE TO MAKE SOIL SURVEYS, OR SUB-SURFACE SOIL TESTS, OR SUBSURFACE DRAINAGE SHALL BE PROVIDED BEHIND RETAINING WALLS BY MEANS OF WEEP HOLES, OR A DRAIN CONSTRUCTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. CONTRACTOR TO PROVIDE FOR DE-WATERING OR EXCAVATING FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE. CORNERS AND WALL INTERSECTIONS OF TRENCH MUST BE HAND EXCAVATED. BOTTOM MUST BE HAND EXCAVATED LEVEL WITH SHARP CORNERS. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATIONS AND BACKFILLING. THE RETAINING WALL SHALL NOT BE BACKFILLED UNTIL THE ENGINEER IS NOTIFIED OF DATES AND TIMES OF CONTRUCTION AND BACKFILL, BACKFILLING OR RETAINING WALLS TO BE COMPACTED BY LIGHT HAND HELD CONPACTORS OKLY. NO VEHICLES. CONCRETE NOTES: CONCRETE USED IN THE WORK SHALL HAVE THE UTILMATE COMPRESSIVE STRENGTH OF 2000 PSI AT AGE OF 28 DAYS, OR OTHERWISE NOTED. THE MAXIMUM SIZE AGGREGATE IN CONCRETE SHALL BE THE FOLLOWING: 1 1/2" IN FOUNDATION AND MASS CONCRETE. PORTLAND CEMENT SHALL CONFORM TO ASTM'C-150, TYPE 1. AGGREGATE (STONE CONCRETE) SHALL CONFROM TO ASTM C-33. UNLESS OTHERWISE SHOWN OR NOTED. CONCRETE COVERAGE OF REINFORCING BARS TO FACE OR BAR SHALL BE AS FOLLOWS: A) CONCRETE IN CONTRACT WITH EARTH, UNFORMED (REGULAR) 3." B) CONCRETE IN CONTRACT WITH EARTH, FORMED (REGULAR) 2". ALL REXNFORCING BARS. ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. -2- MASONRY: 3) 4) 5) 9) 3) 4) BLOCK MASONRY UNITS SHALL BE GRADE "N-1" HOLLOW CORE CONCRETE BLOCK CONFORMING TO ASTM (2-90 LATEST REVISION. AND IN ADDITION, SHALL HAVE A MAXIMUM SHRINKAGE OF .06% FROM THE SATURATED TO OVEN DRY CONDITION. MINIMUM ULTIMATE STRENGTH OF BLOCK SHALL BE 2000 PSI. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE FOLLOWING RATIO BY VOLUME: ONE PART PORTLAND CEMENT, THREE PARTS SAND AND 1/4 PART TO 1/2 PART MAXIMUM LIME OR LIME PUTTY. GROUT SHALL BE DESIGNED BY THE TESTING LAB AND SUBMITTED TO THE ENGINEER FOR TESTING. GROUT SHALL TEST 2000 PSI. MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. MINIMUM LAP REINFORCING STEEL SHALL BE 40 BAR DIAMETERS MINIMUM. PROVIDE 1/2" MINIMUM CLEARANCE FROM BLOCK MASONRY CELLS. MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4' 0" UNLESS CLEANOUT OPENINGS ARE PROVIDE AT THE BOTTOM OF CELLS TO BE FILLED. NO COLD JOINTS ARE PERMITTED UNLESS SPECIFICALLY DETAILED. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT; ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. ALL CONCRETE BLOCK MASONRY WHERE SHOWN ON WALL DETAIL SHALL HAVE A CONTINUOUS INSPECTION BY A REGISTERED INSPECTOR WHERE CALLED OUT. REINFORCING STEEL: ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 40 FOR #5 BARS AND GRADE 60 FOR 116 AND LARGER. DEFORMED BILLET STEEL BARS EXCEPT AS NOTED. FABRICATING DETAILS SHALL CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE. ALL REINFORCING BAR BENDS TO BE MADE COLD. SPLICES IN REINFORCIKG STEEL SHALL BE 40 BAR DIAMETERS IN MASONRY. SPLICIES IN COKCRETE SHALL BE A MINIMUM OF 40 BAR DIAMETERS. BAR8 MAY BE IN CONTACT WHEN FORMING A LAPPED SPLICE. -3- F B 2"-4" THICK 2 " - 4 " W I DE 1 #2 I 1450 I 1650 8501 95 I 6251100011,700.0001 I I I I I I I I b I I I I I I 6251125011,800.000 6251105011,700.000 6251110011,600.000 ---- : ---- :--------- 6251 92511,600.000 I I I I ---- ---- --------- -4- STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36-UNLESS OTHERWISE NOTED. 7) ALL LIGHT-GAUGE STEEL SHALL HAVE 33 KSI YIELD STRENGTH-UNLESS OTHERWISE NOTED. ALL WELDING SHALL CONFORM TO A.W.S AND AISC STANDARDS. ALL MACHINE BOLTS SHALL BE A307 MINIMUM-UNLESS OTHERWISE NOTED. ALL ANCHOR BOLTS SHALL BE A36 STEEL MINIMUM. ALL FIELD WELDING AND HIGH STRENGTH BOLTS SHOULD BE SPECIAL INSPECTED. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC PROCESS USING APPROVED ELECTRODES PER A.W.S. SPECIFICATION. E7OXX (LOW HYDROGEN ELECTRODED). TIMBER: ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR-GRADE MARKED PER CALL OUT IN ENGINEERING CALCULATIONS. ALL NAILING SHALL CONFORM TO U.B.C. TABLE 25-4 UNLESS OTHERWISE NOTED. GENERAL NOTES: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS PRIOR TO STARTING CONSTRUCTION. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES AND INCONSISTENCIES. CLIENT AGREES THAT CONSULANT WILL NOT PERFORM ON-SITE CONSTRUCTION REVIEW FOR THIS PROJECT. LUMBER : SPECIES-DOUGLAS FIR-LARCH. WOOD STRESSES-REF. 1, TABLES 25-A-1. - - 3 - II It II W U n I II II II II z II 0 II H I1 B II UH w II z II 2. II 0 II u It e3 II c3 It H I1 cn II II II II II It II II II II U II II II II II II II It II It U II II II II It II uu z II H II XU B I1 4 II w II x It m II It J It J II 4 II 3 II II n II II II II U ti U H II H I It II II II IX II 4 II w II XH cn I H II n c3 It 0 II m II x. I1 * II m 11 II n n n n . n 9 4 W VI z 0 H E-. a cl 3 u cl 4 u W W co a - * \ m W ‘VI cn3 W -VI cn3 2. ow Hk 2. OW Hk mer: u a2 0 9. 4MW O\ wo VI* 3IX: 2.U c100N QON 0 0 3-2 wvffim 010 LOLL4 crctxm 00 c4kU IXpcEp 00 Etch4 w 4 3 W X u m cl cl a 3 fx a W X m n h tL 0 VI W ULL 0 I4 an z Er, J a 0 m 4 LL J a 0 N 9 LL J a N m U c4 c4 J c3 a a 0 0 9 N 0 N -x N m a 0 U U II I1 II 11 I1 II U 11 II II II n n Shf 7 .f . - 00 \ v) .W Vv, t co z II 0 I1 H I1 f? I1 u II w II r. <= 0 w z 11 z II 0 II u 11 II J I1 4 I1 HU cn II II II II m II 0) 11 1 II C II -4 11 U II C II 0 I u I1 I1 I II II el II w n u WZ 0 5% 3% uo uo wo w* cow: ZN nom OW oua 3E Ovl OW 04@ o4e 3x 32 Ov) Ov, ouw 04m 3E: 3E Ov) oum 3E . . fficlcm 00 C4LU Mtxm 00 hE4U a LO OW L4 0 CU 0 a c3 tZ bU M . 3 It n II w II 3: I1 u II c3 :z cn w v) w n v) X v) II I1 cl II el II 4 11 3 c3 I1 z I1 M H I1 u z I1 z u I1 v, w II x II v) II II I4 I1 JU 4 II 31 II I1 I1 1 11 II 11 II w wn b a- 0 '0 wun a= v) wwn 9W !Xu nw 4cn aw 9 c3cA zaw W4W SHU Om2 a ow s *n WW ZE m5 9\ WO 11 I1 II I1 II II II II 11 u II w II x II cn II II II I1 II a II 0 I1 I: I * 11 m II II vin rn II CL CL c3 cl a a 0 0 m 9 b U 4 c4 Ll Err a J a 0 E4 cl a E4 c3 a E4 c3 a ri N t-l E4 el a 0 v) hl 0 0 N 0 0 * 0 b m 4 t-l t-l In 4 v) 9 U b 9 03 4 a3 I m I II I1 w II J II . 3 II c3 w c3 n II : z VI X u VI A cll U 3 m 4 w X VI X cll J J 4 3 II II II U II II II II n II x II b II 4 II w II II II II II II II I1 It II II II II I II II n n n n II II It II s4 ww 0 J3 J 4k 30 .=> Us: xo X Oc) kZ U 0.5 7. .; m tCC 2.7 2.0 2.0 3.0 . beam beam . X 4eo m b IO I __- 4 bcdm 4 1 -I -I I- --_ -- I -I 'I --- I !A! 24R. LJL. .- e.-. . I -- ______ t 4 *- L 4 45e m727 P t- . 4 I +Q ? 4 'f t. b -- I 1 i ! 4 I - i I i I I '6 :> h ks c . a U L I = W 4 !z v) 6 n z 0 t. U 3 a e VI 2 0 U U w x cv I W 4 c: a a n a t. VI w e7 rn r: CI 4 5 z I: Y N I U In i .. a .. ,. .. . . .. .~. .. P. .. * . , . . .... . . ! ',- c ,. 7 00-00-P t. '-1 tn 8 U I;, r(i J i i M i.: m 8 N t L > 9 I o\ \o m N 0 \ m I u .. .. 8' . - - ..,. . .. T .. .. d li b' P N d > 9 L in 00 0 ht 0 ucc rn w a .. ? t 0 i s n u. Z'd _- t N c b > 'E ZO-00-6 t 1 It . - t c .4 I U 4 I e A2 k br 00 i . c n 0 H -90- t .* 0 .4 I m A9 f m rum .I 44 b m 7 I 4 v m .?! J m m 3 Ln 8 m L c r n a 0 d 2 0 U 0 n Lu c Y C : -1 N ., n, I .. I UI rl mr in . 01 BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 55AO RUFFIN ROAD SAN OIEGO. CALIFORNIA 92 123 P,pril 19, 1989 PHILIP HENKING BENTON PIILSIOLNT - CIVIL LNCIHELR TELLPHONE (6 191 565- 1 955 Mr. Ron Leeper 2142 Cambridge Avenue Carlsbad, CA 92007 Subject : Project No. 89-4-19F Update Letter Report Dated October 19, 1972 Project No. 71-7-170 Lot 5i3, La Costa iieaaows Unit 3 Carlsbad, California Dear Mr. Leeper: This is to present, at your request, an update letter for our report relating to Lot 513 of La Costa Meadows Unit 3 that is dated October 19, 1972 and filed under our Project No. 71-7-17D. There was no placement of fill on Lot 513 at the time of the grading which was inspected by our firm. The lot was either cut from original grade or at its original natural grade. A visual inspection was conducted on April 14, 1989, and it is concluded that the lot is essentially the same as reported on October 19, 1972. The soils were classified as critically expansive soils, and we recommend that the classification remain the same. It was observed that there may be some shallow fill soils and some upper natural soils which should either be removed or be renicved and recompacted prior to excavating the footings. To minimize the possible deleterious effects of the expansive soils on the lot, it is recommended that the procedures given below be followed: 1) Do not use isolated piers. Use continuous interconnected reinforced footings throughout, and place these at a minimum depth of two feet bel oki the 1 owest adjacent exteri cr final ground surface. 2) Reinforce and interconnect continuously with steel bars all interior and exterior footings with one #5 bar at 3 inches above the bottom of the footings and one #5 bar placed 1% inches below the top of the stems of the footings. 3) Presaturate the soils prior to excavating footings so that the upper 36 inches below finished grade has a moisture content which is at least 80 percent of saturation. of 80 percent of saturation at the time of placing foundations and slabs. This moisture content shall remain at a minimum 4) Raised wooden floors that span between continuous footings are best, or use concrete slabs with at least 6 x 6 - 10/10 welded wire reinforcement and a minimum of 6 inches of crushed rock 3/4 inch to 1 inch in size beneath all concrete slabs. A moisture barrier should be provided over the crushed rock and this shoirld be covered with 2 inches of sand below concrete slabs. Mr. Ron Leeper Project No. 89-4-19F - 2- April 19, 1989 5) Separate garage slabs from perimeter footings by a 4 inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. by extending the felt over the full depth of the front thickened edge of the garage slab. inch above the slab. Assure complete separation Also, cut off the garage door stops at least 4 6) Provide positive drainage away from all perimeter footings with a vertical fall of at least 6 inches in a horizontal distance of 5 to 6 feet outside the house wall s. The subgrade moisture content should be verified prior to the excavation of the footings. representative of our firm prior to the placement of reinforcing steel. Also, the footing excavations shall be checked by a Please advise us if you have any additional r-equirements. Respectfully submi tted, BEKTON ENGINEERING, INC. Reviewed by Philip H. Bentbni Ci RCE No. 10332 and Geotechnical Engineer No. 138 Distribution: (2) Addressee JHB/PHB/ jer 0 EN TON E. N G IN E E R I *+ G , I U C SAN DIEGO: 583.5656 L& MESA: 469-5656 Rancho La Costa, California 92008 Subject : Prolect No. 71-7-17D Grading Permit No. L-5930 Final Report on Compacted Filled Ground And Clcmification of Soil Conditions Lots 413 to 584, inclusive And Certain Street Areas La Costa Meadows Unit No. 3 Carlsbad, Cat i forn ia I -- BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 6741 EL CAJON BOULEVARD SAN DIEGO. CALIFORNIA 92115 \> \ October 19, 1972 pniLiP HENKING BENTON PRCSIOCNT . CIVIL LNCINLCR La Costa Land Company Costa Del Mar Road Gentlemen : This is to report the results of tests and observations made in order to inspect the compaction of filled gmund placed on certain areas of La Costa Meadows Unit No. 3 in Carlsbad, California, formedy a part of the County of San Diego. The fills were placed during the period between JUIY 15, 1971 and July 20, 1972. The app&imate areas and depths of filled ground placed under our inspection in accordance ,with the approved spedfications are shown on the attached Drawing No. 1, entitled "Location .of Compacted Filled Ground." The grading plan used for the placement of filled ground was prepared by Rick Engineering Company and approved March 15, 1971. The approximate locations at which the tests were taken and the final test results are presented on pages T-1 to T-26, inclusive, under the "Table of Test Resufts." The laboratory determina- tions of the maximum dry densities and optimum moisture contents of the.major fill materials are presented on pages T-27 and T-28, under the "Laboratory Test Results." Some of the maximum dry densities shown in the "Table of Test Results'' were combinations of these. The tests w6m taken during the weekly periods indicated below: Test Number Week Ending 1 to 4, Inclusive 5 to 21, inclusive 22 to 35, Inclusive 36 to 63, inclusive 64 to 113, inclusive 114 to 153, inclusive 154 to 218, inclusive 219 to 275, inclusive 276 to 318, inclusive 319 to 360, inclusive July 17, 1971 July24, 1971 August 7, 1971 August 14, 1971 August 21, 1971 August 28,1971 September 4, 1971 September 11, 1971 September 18, 1971 September 25, 1971 , Project NO. 71-7-170 * La Costa Land Company Test Number Week Ending October 2, 1971 October 9, 1971 October 16, 1971 October 30, 1971 November 6, 1971 November 13, 1971 November 20, 1 971 ~ November 27, 1971 December 4, 1971 ' 772 to 835, inclusive (Qqcember-j 1, 1971; Dece-her 18, '7971 December 25, 1971 July 15, 1972 July22, 1972 361 to 404, inclusive 405 to 456, inclusive 457 to 507, inclusive 508 to 538, inclusive 539 to YO, inclusive 91 to 621, inclusive 622 to 675, inclusive 676 to 701, inclusive 702 to 771, inclusive 836 to 905, inclusive 906 to 924, Inclusive 925 to 930, inclusive 931 to 935, inclusive ' The final results of tests and observations indicate that he compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of 1930 pounds per square foot for one foot wide continuous footings founded at a minimum depth and placed five feet or more inside the top of compacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot blow a 1 1/2 horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed wood frame dwellings without detrimental settlements. E>qMntive clay, silty clay, and sandy clay soils were placed in the upper three feet in certain ed fill areas and also exist in the upper three feet below finished grade in certain cut The final classifications of the soil conditions existing on each lot are presented os Type A - Critically Expansive Soils Lots Lok 413 to 430, inclusive 432 to 435, inclusive 437 to 441, inclusive 446 to%%, inclusive 452 to 454, inclusive 459 to-466, inclusive !35,576 470 to 487, inclusive 489 to 510, inclusive 584 512 to 527, inclusive * 531 to 534, inclusive 536 to 540, inclusive - 543 to 552, inclusive 554, 556, 557, 550 563,564, no, 574 578 to 581, inclusive -2- October 19, 1972 BENTON ENGINEERING. INC. 1. 2. 3. 4. 5. -3- October 19, 1972 . Project NO. 71-7-17D ~a Costa Land Company Type B - Marginally Expansive Soils Lots Lots 431 and 436 442 to 445, inclusive 451, 455 to 458, inclusive 467 to 469, inclusive 488, 511 528, 529, 530, 535 542, 555, 560, 565 566, 560, 569, 571 92 and 573 Type C - Nonexpansive Soils Lok 541, 553, 559, 561, 562 567, 5n, 582, and 583 is recommended that the following special design and precautions be taken constructed on the above lots in order to minimize the possible damaging e ferential movements of the potentially expansive soils: for iffe the hor cts due JSeS tu to Type A Lots Avoid the use of isolated interior piers. Use continuous interconnected reinforced footings throughout, and place these at a minimum depth of two feet below the lowest adjacent exterior final ground surface. Reinforce and interconnect continuously with steel all interior and exterior footings with one #5 bar at 3 inches above the bottom of the footings and one #5 bar placed 1 1/2 inches below the top of the stems of the footings. Exercise every effort to assure that the moisture content of the soils in the upper 18 inches below finished grade is 1 percent to 3 percent greater than optimum at the time of placing foundations and slabs. Raised wooden floors that span between continuous footings ore best, or use concrete slabs with ut least 6x6 -10/10 welded wire reinforcement and a minimum of 4 inches of crushed rock 3/4 to 1 inch in size beneath all concrete slabs. A moisture barrier should be provided over the crushed rock and this should be covered with 2 inches of sand below concrete slabs. Separate garage slab from perimeter Footings by a \/2 inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Auure complete separation by extending the felt over the full depth of the fmnt thickened edge of the garage slab. Also, cut off the garage door stops at least 1/2 inch above the slab. BENTON ENGINEERING. INC. rF? r projqct No. 71-7-17D -4- October 19 [,' ~a Costa Land Company I*+.. 6, Provide positive drainage away from all perimeter footings witb a vertical fall of at least 6 inches In a horizontal distance of 5 to 6 feet outside the house walls. Type B Lob 0. -; Those lots listed as Type B lots should follow all the above-listed recommendations with 'bllowing exceptions: 3 32 1 . b" fk 9. The continuous footings may be placed at a minimum depth of 18 inches below the lowest adjacent exterior final ground surface rather than the two feet recommended for Type A lots. Single 84 bar placed as directed (above) near tops and bottoms of all interior and exterior footings may be substituted for the #5 bars recommended for Type A lots. r+ 2 $y I . 2. i. y* . i&?d &+ 4 scamrnendatIons 3 to 6, inclusive, at listed for the Type A lok, are also applicable tu ype B lok. )nly nonexpansive soil conditions were observed in the upper three feet on the Type C nd therefore specially designed footings and slab will not be required on these lots. espectfully submitted, ENTON ENGINEERING, INC. F g*: R. C. Rener Philip H. Benlo/n, Civil Engineer Addresseo Rancho La Costa, Inc. Attention: Mr. Burton 1. Kramer Rick Engineering Company Son Diego County Building Inspectlon, Vista Office Department of County Engineer (1) Attention: Mr. H. M. Taylor (1) Attention: Mr. Joe Sovella City of Carlsbad Department of Building Inspection BENTON ENGINEERING. INC. ' I 19 the 1 the I Oh 172 two RC R/PHB/ew ucruuol 11, Id#& . IB-I-- > LU costa' Land Company ;' LAB0 RATGRY TEST RESULTS The maximum dry densities and optimum molsture contenk of the major fill materials as deter- mined by the A.S.T.M. D 1557-66T method, that uses 25 blows of a 10 pound rammer falling from a height of 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot compaction k cylinder, are presented as follows: Soil Description - Red-brown fine to medium sandy clay 3. '!, .' Light yellow-brown silty fine to mekvm sand Brown silty fine to coarse sand with 30 to 40 percent Medium brown fine to medium sandy clay Light yellow-brown with streaks of gray silty fine to Brown fine to medium sand with flecks of yellow-gray Red-brown silty clay Brown fine sandy clay (topsoil) with scattered gravel Light olive-green silty clay Light whitish-gray clayey silt with streaks of rust Light olive-gray clayey silt with streaks of rust and Whitish yellow-brown slightly clayey very fine to Light to yellow-brown flecks of white and rust silty with si1 tstone gravel with flecks of rust medium sand with small chunks of siltstone and yellow yellow fine sand with rusty flecks of lime clay with scattered fine to medium grains and occasional cemented chunks Light gray with some yellow slightly silty fine sand Whitish light olive-green clayey silt Light yellow-gray silly fine sand Medium brown fine sandy clay Gray-brown silty clay Light brown-yellow clayey fine sand Brown fine sandy clay (topsoil) Light gray-brown silty very fine to fine sand Medium brown slightly silty fine to medium sand Light to medium brown clayey silt Whitish silt with lightly cemented limestone Light yellow-brown silty very fine to fine sand with scattered clay binder with few coarse grains with streaks of rust and lime Maximum Optimum Mois- Dry Density turn Content Ib/cu ft 111.3 111.0 137.8 118.0 117.4 120.2 111.9 119.0 116.9 111.3 106.4 113.7 109.3 115.3 109 .o 117.0 119.0 110.6 116.8 118.9 117.8 121.4 106.7 96.5 113.3 Yo dry wt 15.0 15.4 8.4 12.4 13.1 11.5 15.3 11.5 13.0 16 .O 13.8 13.8 14.0 13.7 16.2 11.7 13.2 16.7 12.4 13.0 13.1 11.3 17.4 21.6 14.2 BENTON ENGINEERING. INC. . 4wiect No. 71 -7-1 7D La Costa Land Company T-28 T October 19, 1972 Whitish light gray streaks yellow silty very fine to Medium brown fine to medium sandy clay with Light brown silty fine to coane sand with 20 to 30 Light gray-brown slightly silty fine sand (micaceous) Light yellow-brown silty very fine to flne sand Light brown silty clay and cemented chunks (flecks white) LSght yellow-brown clayey silt flecks white and Light brown slightly dlty fine to medium sand Gray-green silty clay fine sand with very slightly clay binder scattered gravel percent grcrvel (D. G .) (import) cemented chunks Ma xi mum Dry Density Ib/cu ft 115.6 116.1 126.5 119.0 109.6 113.5 109.8 115.9 121 .o 111.2 Optimum Mois- ture Con tent % dry wt 13.8 13.2 9.4 13.1 12.4 11.5 15.2 13.3 10.0 13.6 BENTON ENGINEERING. INC. hdicotes Approximote Location of Compacted Filled Ground SCAL€ : (‘‘:BO’ DRAWN : RW DAlflr IDI8.R U Indicates Amarimoh Cut-Fill Line 1 Indtcotes ApprOXhnatC TLW Of C0mpOctn.f NII Slope Indtcotes b&rarimate Top at Compacted Fill Slope 0 Mdicotes Apprarimate Verttml Depth Of Fill DRAWING N PROJECT NO. 71-7-17 0 I BENTON ENGINEERING, INC. SAN DIEGO, CALIFORNIA LOCATION OF COMPACTED FILLED GROUND LA COSTA MEADOWS UNIT NO. 3 SAN D I EGO COUNTY, CALIFORNIA ... $t of p.. . GI 1 I e s ...... - ... .- 1 1. 1 3. 1. 3. 1 I. 1 2 1 E x-t e r i. or Shad i.ng Overhang Type Fr am i rig .._I____._-......-I .... -- ------ ---e-- - - Met;al Metal Met..aj Metal Met a :i. Metal Meta 1 M tr: t a 1 Meta 1. Metal. Metal August 25, 1989 P.O. Box 2764 Rancho Santa Fe, CA 92067 City of Carlsbad Development Processing Services Community Development Engineering Department 2075 Las Palmas Drive Carlsbad, CA 92009-4859 Attention: Scott Please find enclosed a copy of the Leucadia County Water District Application For Sewer Service for Lot No. 513, La Costa Meadows, in connection with your request in the Engineering Checklist dated April 12, 1989, (a copy of which is enclosed) for Plan Check No. 890438. If you have any further questions, please contact me. Very truly yours, K. RONALD LEEPER Enclosures LEUCADTA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Narr.e Donne Harris Phone No. 445 - 6105 P.O.Box 88 -.-___ _-___ Mai 1 i ng Address Service Address: (lo PA-~ Tract Description: lot 513 la COS~ ~pa~~ -- Alpine. Calif 92001 Los Angeles, CA 90028 --- 215-360-01 APPL!ED FOR ByJ/l9/80 Assessor" s Parcel No. Type of Building condo No. Units 6 Connection Fee $=- Lateral Size: 4" - 6" - 8" - Saddle - Easement Connection - Pre-Pd (1~200.00) Extra Footage : @$ Extra Depth: -- @$ 2,400.00 I I Lateral Fee Prorated Sewer Service Fee To ta 1 $3.600-00 The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the tirr +hn annlication is submitted. If a service lateral is required, it will be installed by the Leucadia County Water the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the =tree.: (or easement) where a connection is made to the service lateral. . District. The service lateral is that part of the sewer system that extends from The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY TiiE APPLICANT, THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION .WEE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID A~D WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal yev. There will be lio 3dditional fee or refund if service actually comnences on a different date. For succeeding fiscal years, the sewer service fee will be mllected on the tax roll in the same manner as property taxes. . The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. i 8q-q38 CERTIFICATION OF COMPLIANCE DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 CITY OF CARLSBAD Plan Check No. 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: San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) Car Is bad Unified 6350 Yarrow Drive Ste. A Carlsbad, CA 92009 (438-571 0) Encinitas Union Elementary 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) San Dieguito Union High School Project Applicant: APNJH -360 - O( Project Address: d8ol I 05,03,07 CACATU A RESIDENTIAL: SQ. FT. of living area 6 q/6 Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By Date 9-2 7-55? FEE CERTIFICATION (To be completed by the School District) x- 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) ---- Gbvernmen$h&x$wi%~@ OL DISTRICT Other Residential Fee Levied: $ /o~~oTqQ based on c $%LJr- sq. ft.@ /c s 'G based on nd SB 201 fees are capped at91.53 per square foot for residential. 926 is capped at $.25 per square foot for commercial/industrial. \ e a 3. 3 I, 4 e 3 3 10 rt 0 3 0 c 3 ,J e- - i: d