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Home My WebLink About1230 HOOVER ST; ; CB910123; Permit'V - B U I L D I N G P E R M I T Permit No CB910123 07/05/91 12,:3 2 r Project No A9100153 Page 1 of 1 .. Development No Jbb Address: 1230 HOOVER ST Str:, Fl: St: Permit Type: RESIDENTAL-ADD/ALT(OVER S10K)33 Parcel NO 206L150_14_00 ' - 37 07/05/91 0001 01 02 Valuation ' 71 ,424 £PRMT 558 00 Construction -Type: VN Occupancy Group: R3 Class Code: -. •. Status: ;ISSUED Description: 992 SF 2S ADDITION Applied: 01/25/91 - V Apr/Isue: 07/05/91 - • - . . Validate&By:DC V Appl/Onr.. : DETRICH, ROBERT 619 942-1021 -. • - 1230, HOOVER STREET •• • - * • CARLSBAD, CA 92008 . . . . ,. ... .. Fees Requ------- ----------------- - Fees: 89,6'.000 /2 - - 'AdjUstments: . /89 .ob Total/&1-its: Total-Fees: 2.00 - Total Payments: 334.00 - I S aa : \ r 558 :0 0 V... Fee description - /7. ' Vf\J'Units\"F/Unit Ext fee - Data V V V V Building Permit c'/ \ >' \ 514.00 Plan Check V 33400 Strong Motion Fee V V BUIL15ING TOTAL,I1 . V Enter Y' for Plumbing Issue Fee ) I I .. . 00 : '7. 50- Y Each Plumbing Fixture or Trw / 2.50/ . i'o.:oo Each -Building Sew~a - 6 2400 OTA Enter '.Y'.for Electric Ie Fee ,oss °'° /' / - -5..O0Y Enter Y" for Remodel\ ' -> i__— - •. 10. 001--y V * ELECTRICAL TOTAL 15 00 H Nip ISP'V . V • •,' •V iE4 CIFY OF CARLSBAD - 2075 Las Palmas Dr, Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department. 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 •. EST. VAL I' / PLAN CX DEPOSIT __- - VALID. BY 1.PERMITTYPE _' _I . ": DATE /1 A - 0 COMMERCIAL ONEW DTENANT IMPROVEMENT B - 0 INDUSTRIAL DNEW . DTENANT)MROVEMET - . •C--PRMT c - Eg'(SI0ENTIAL DAPARTMENT DCONDO [-]SINGLE FAMILY DWELLING DITION/AiTERATION' - . El DUPLEX []DEMOLITION DRELOCATION UMOBILE HOME . DELECTRICAL []PLUMBING . -• ', . . E] POOL* DSPA DRETAINING WALL DSOLAR DOTHER . - 4, 'S •' S 2. PROJECT INFORMATION PLAN CHECK No. '7/- 3 FOR OFFICE'USE.ONLY - Address ,-• Suit ing or Suite No. , - N'eares t Cross 'Streets .... . e LEGAL DESCRIPTION 14k/2 . •, 47/Wnit No. Phase No. -'- CHECK BEIR.J IF S= T s ED: ... ftriergy Calcs (Q!Structural Calcs 02 Soils eport Di Addressed Envelope F7C'1t'y''fi14,L ASSESSOR S PARCEL , /J7 /xy.._ EXISTING USE PROPOSED USE DESCRIPTION OF WORK B ?OG. O.'FTG. 'q # OF STORIES 'CONTACT PERSON QL7 NAME ADDRESS IV I CITY STATE ZIP CODE 7"2,24 DAY TELEPHONE e1s412.,_ It'2- I SIGNATURE 'APPLI DCONTACTOR DAGENT FOR CONTRACTOR DOWNER ,AGENT FOR OWNER NAME , 1/ i ADDRESS CITY .t L7STLTE, ZIP CODE DAY TELEPHONE S PROPERTY OWJER ' OWNER ' ' SSEE []TENANT NAME ADDRESS STATE ZIP CODE q DAY TELEPHONE 6 NAME . ' ADDRESS CITY , S STATE ZIP CE ' DAY TELEPHONE S ' S - STATE LIC. # - ' LICENSE CLASS 'CITY BUSINESS LIC. # 5- • 4. SIGNATURE TITLE DATE AME Lj(o7' ADDREs,s • , • . ' CITY • STATE ZIP CODE DAY TELEPHONE STATE LIC. H - 7. WORKERS' COMPENSATION Workers- Compensation Declaration: .1 hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, S or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereofcertified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. Q. - 'INSURANCE COMPANY ' ' POLICY NO. ' EXPIRATION DATE S Certificate of Exemption: - I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of'California. SIGNATURE - DATE 8'. OWNER-BUILDER DECLARATION . Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractors License Law for the following reason: 0 I as owner of the property or m' employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business arid 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 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 contractsfor such projects with contractor(s) Licensed pursuant to the Contractor's License law). - 0 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, improve, 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 ermit subjects the applicant to a civil ' penalty of not more than five hundred dollars [$5001). - . S • S SIGNATURE' , . DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: , ' - . • - Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and revention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 'I • , - DYES ' E] NO - Is the applicantor future building occupant required to obtain .a permit from the air pollution contrl district or-air quality management district? DYES • DNO • . • - • - - . • Is the facility t&be constructed within 1,000 feet of the outer boundary of a school site? ' , - • - I DYES NO •- • - S IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS ' OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. . - 9. CONSTRUCTION LENDING AGENCY - - - - - • I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). - - LENDER'S NAME - ' LENDER'S ADDRESS . ' - , • - • - - 10. APPLICANT'S SIGNATURE • •' ' - • - ' 1 ' 4, - I certifythatIhavereadtheapplicationandstatethattheaboveinformationiscorrect.Iagreetocomply with allCity ordinancesandState lawsrelating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes, I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY,OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IHANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. • ,, ' - - - • Expiration. Every permit issued by the Building of under the provisions of this Code shall expire by limitation and become null and void if the building or work authorize by such pe ;rJ cnc within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at a y time aft 'ced for a period of 180 days (Section 303(d) UniformBuilding Code). - - - APPLICANT' SI _ /,'QEfl_9-€el.RTOR [-]BY PHONE - • • APPROVD-'EY: " 4 - - WHITE: File YELLOW: Applicant PINK: Finance . - - • - -S • •- - V. - - -V - I CITY OF CARLSBAD -. -. - .,INSPECTION REQUEST . PERNIT# VCB91O123 FOR 10/08/91 INSPECTOR AREA PY --'DESCRIPTION: 992 SF. 2S ADDITION S PLANCK# CB910123 OCCGRP TYPE:-RADMAJ CONSTR. TYPE VN JOB ADDRESS: 1230 HOOVER ST STR: FL: STE: APPLICANT:- DETRICH,V ROBERT PHONE: 619 942-1021 CONTRACTOR: PHONE: OWNER: - - PHONE: REMARKS MH/NICK/729-2687 INSPECTOR SPECIAL INSTRUCT:. : -- - * V•' -.- - TOTAL TIME CD LVL DESCRIPTION ACT COMMENTS 29 "PL Final Plukbing 39- EL Final- Electrical 49 ME 'Final mechanical * ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 100191Fina1 -Combo. V CO PY SEE INSP NOTES 082991 Interior Lath/Drywall AP PY 082891- Exterior Lath/Drywall AP PY 082891 Interior Lath/Drywall AP PY SEE 8/29 .082391.* Insulation AP PY - 082091 Rough Electric AP PY 082091'Frame/Steel/Bolting/Welding AP PY 082091 .Rough/Ducts/Damnpers - AP PY - • 081991- Shear Panels/HD's AP PY. V - 081391 Rough/Topout AP ?Y • - 081391 Rough Elec€ric • .AP- PY - --072491 Ftg/Foundation/Piers- • . AP PY • 072391 Ftg/Foundation/Piers NR PY V 071891 Ftg/Foundation/Piers ' AP PY COLUMN BASE .' V 071891 Gas/Test/Repairs AP PY V 071091 Underground/Under Floor V AP PY 071091 Sewer/Water Service AP PY - & - - WARM HEARTH . Fireside and Patio Shop El 8748 La-Mesa Blvd., La Mesa, CA 91941 • (619) 465-0890 >('809 W. San Marcos Blvd., San Marcos, CA 92069 • (619) 7:44-8680 El 27521 Commerëe Center Dr., Temecula, CA 92390. (714) 699-0666. California State Contractors License # 518239 :r%.arne ROGERS ..CONSTRUCTION Home Phone 727-3738 835ViaJuanita Work Phone__________________________ San Marcos,. CA.' 92069 Job _1230Hbover Carlsbad 729-2687 • INVOICE # DATE SALES PERSON 0 ER P.O. # DEPOSIT ' DELIVERY T IC DATE TC BY-. /55'? 9-26- Debbie QTY. ITEM # V DESCRIPTION SHIPPED 8/0 UNIT PRICE TOTAL 1 Whitfield pellet stove model "Renaissance",_color-almond Duravent.SPVVto ceiling. eLu'\ t4' \'r teictf RTV .25 bags #40 pellets V . V V installed14. V • V V fl V V V' - . . . V V This p1let stove h.s hen ni-i119 V -. with the proper pellet-vent-chiméy reguir d • V by the manufacturer. Duravent SPV or PV. rPL. specifications can be obtained from Duravent Box 1510 Vacaville, CA 95688-1510 1-800-9221611 V • V 4331-1 =1 Returns for refund or exchange not accepted without a copy of our invoice and not accepted after 30 days fron date fpurchase. All ret orders or cut items not returnable for refund or credit. Delivery beyond the edge of public roads is at customers risk. Delivery charges All verbal price quotations valid only at.time of quote and subject to immediate acceptance. All written quotes valid for ten days from da changes. CUSTOMER WILL OBTAIN ALL NECESSARY PERMITS FOR INSTALLATIONS. Minimum deposit is 50% of total of order. Some special orders require payment in full at time of order. . V Buyer agrees to pay all sellers costa and attorneys fees for advice or services related to the collection of any amount unpaid. Buyers righ exclusive remedy and seller is not liable for damages whether ordinary, incidental or consequential. -REV.9/90 ' ' V & . , • V 'V MV ENGINEERING, ' INC. 2450 Vineyard Avènue #102 ESCONDIDO, CALIFORNIA 92025-1330 ... .. 7 (619)743-1214 TO &1yi)hc J-- be ,t,ct i7O HOD 'vS$cee+ . Cvi)i JOB NO. F DATE afIO 'Seci LOCATION S - -1 'o U3v y sir'e'-( • cG j& CONTRACTOR - - •, - C/QfrS OWNER -. WEATHER • . TEMP. 0 a AM 0 a 'PM PRESENT AT SITE yeS1 THE FOLLOWING WAS NOTED: ? .3O i) (c D.) 5) ffi4s ..• wk />i •c71I1'a)4nce - iO well . C's - hbe - - eep -fovvj A + )L cc,n C'/1 Ov/ rc-3-c s vv'e,1t cs • -Me. p PC e i'h,i-I- S3e I Tvi -c4dj e S\c4l -oI 4h 4QPii'y 1'O)t)l cicdo lidS 3 See( .bcirsq+.g//jJ1 (e12 -ler 1Af a . .5 'C4" VS4?Ae 5Vr. vf- Jj - "/C4.1cts o.c Sa,, W5 oi) -fo be J" C o1mr,(e bti1 k OW YOC )qJAf lovr 1ic VIQ f S loco &'o -F /))' )fr- -Til (5 Z COPIES TO / Jffi]I[]I]L]IED I©JIIE _______________________________________________ • .. SIGNED PRODUCT24I'3?Inc.,C,Qton,Mass.O147l.ToO,d,,PKONETOL1FREEI-8.225.38O , ,• . S . ' .- S • .- - - S ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 -• (619) 560-1468 DATE r IIO rrP .,JURISDICTION: 7k4 -PLAN CHECKEW ÜFILE COPY PLAN CHECK. NO: c1I_V2.3 SET: ]iI DUPS DDESIGNER PROJECT ADDRESS PROJECT NAME cR -- ' ' 5' J The plans transmitted herewith have been corrected where ' :necessary and substantially comply.with the jurisdiction's building codes I The plans transmitted herewith will substantially comply • with the jurisdiction's building codes when minor deficien- cies identified --(-c 4--f 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 L and resubmitted for a complete recheck .7' .The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected :-;- plans are submitted fbr recheck. : The 'applicants 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: -• b-k4- - , • . • - . - - - - q2o24 S •1. Esgil staff did not advise the applicant contact person that - plan check has been completed. - Li Esgil staff did advise applicant that the plan check has been completed Person contacted:* Date contacted:, 'Telephone # " •', ? [] REMARKS p. - • ' •, By: Enclosures:' . - • 5 ' ESGIORPORATION S0GA 0AA ERN 0DM JURISDICTION:C -j--f, Date plans received by plan checker:(/11/9I PLAN CHECK NO.: I3 Date plan recheck completed:/27/9i By: Z!-rD o LOz_Ig PROJECT ADDRESS:_I ? () y - •', TO: - RECHECK PLAN CORRECTION SHEET 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 disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances' enforced by the Planning Department, Engineering Department or other departments. - • .The items shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state,, county or city law. - A. PLANS - . 3. The following items have not been resolved from previous plan reviews. The original . G Please make all corrections on the original correction number has been given for your tracings and submit two new sets of prints, reference. !a oas ' ygla-4d...ot_koop a oopy- 4. .. and any original plan sets that may have been returned to you by the jurisdiction, to: . ne44ed-.-thene---pege9 eanta.n.r the-.s4- Please contact 'me - * ' .., . • if you have any questions regarding these -- . ... S c.i i . items. Please indicate here if any changes have been made to the plans that are not a result 2. To facilitate rechecking, please identify, of corrections from this list. If the ;e are next to each item, the sheet of the plans other changes, please briefly descr e them upon which each correction on this sheet has and where they are located on the p1 -' 'been made and return this check sheet with the revised plans. • Have changes been made t p s ot resulting from this cor:: 1 ' ease Yes No 44. .• _______ _________________________ _ _ _ _ _ _ _ _ _ _ _ . -, rOr- _________________________________________________________________________ - •. 'CYrci-+ rfl - z?1- an4 pcLs ev p cj, c- c' • - -)Jc-4.. Sk / c/iSS - . 4 • ,1 Form No. RPCS.41290 • • .; $ ESGIL. CORPORATION -9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 - (619)560-1468 DATE: . LJL1.CAN Q1JuRISDICTWN JURISDICTION: fstcxeJ .AN - . FILE COPY PLAN: CHECK NO: - Cfl I23 SET:. ILL us .. . . 7-DESIGNER PROJECT ADDRESS: - . •. ,. PROJECT NAME 4rdt ' - .. planstransmittedherewjth have been corrected where i-iecessary 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. El 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. TheaplicantIs copy. of the check list is enclosed for the Jurisdiction to return to the applicant contact person ç .The applicant's copy.of the check list has been sent to: .l...rEsgil staff did not advise the applicant contact person that - plant check has been completed. '[.Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone RERKS ::-c ' . -j. -Enclosures: /C7 . ESGIPRPORATION LIGA El AA ERN 0DM 'JURISDICTION: Lei J Date plans received by plan checker: . . PLAN CHECK NO.: _Date plan recheck coleted:5/a0JJ By: 10 C AucIa PROJECT ADDRESS: j 3() A400 y -. T6: -k--- RECHECk PLAN CORRECTION SHEET 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 disabled access. The plan check is based on regulations enforced by the Building inspection Department. You may have other corrections based on laws and ordinances -, enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied J before the plans will be in conformance with the cited codes and regulations. 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 3. The following items have not been resolved -. from previous plan reviews. The original . 1. Please make all corrections on the original correction number has been given for your - tracings and submit-two new sets of prints, reference. In case you did not keep a copy and any original plan sets that may have been of the prior correction list, we have returned to you by the jurisdiction, to: enclosed those pages containing the still - - • ________________________________________ outstanding corrections. Please contact me if you have any questions regarding these items. .:-- -. 2. •To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with - - the revised plans. •'- 4. 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 on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No - :!. -S - I.. -. •, • i % t.•. 4 .- - ' PLANS 1. "Please make all corrections on -the original -..,._J. tracings and submit two new sets of prints, and ( any original plan sets that may have been '.'f.returned to you by the jurisdiction, to: or Esgil Corporation, 9320 Chesapeake Drive, Suite 0208, San Diego, California 92123, (619.) 560-1468. - 2. 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 jurisdictions building department. Indicate, on the' Title Shéetof the plans, the I 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 I ' person responsible for their preparation. (California Business and Professions Code). scoOr,_, 'solar -od t. r , an (437 Pls, specifications and calculations shall be )5/ 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 Titli Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, ..jatio, deck and balcony. Section 302(d). Provide a statement on the Title Sheet of 'the -'/ plans that this project shall comply with Title .. / 24 arid 1988 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all -. existing and proposed structures on the lot. ." Identify property lines and show lot dimensions .' and all easements. Show location of all'ctitor- 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 building. Section 302(d). -. ..-,•. -y 4'. Show on the title sheet all structures, pools,: / walls, etc. included under this application. ' Any portion of the project shown 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, for story determination. 12. On the cover sheet of the plans, specify any items requiring special inspection, by way of the following: S REQUIRED SPECIAL INSTRUCTIONS 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. ' ITD1 REQ. IF REMARKS CHECKED •. . SOILS COMPLIANCE ' PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI . PRESTRESSED STEEL FIELD WELDING V HIGH STRENGTH BOLTS V , EXPANSION ANCHORS V • SPECIAL MASONRY SPRAYED ON FIRE , PROOFING PILES/CAISSONS . V V DESIGNER-SPECIFIED OTHER V ' V FIRE PROTECTION ,V V Exterior walls closer than 3 feet to property - I lines shall be one-hour rated construction and V have no openings. Table 5-A. V • - I. - ''f. • - ,.. -'71 .j-t'occupancy separation is not required between /. and residence, is The soils engineer recommended that he/she carport provided the carport review the foundation excavations. Note on open on two or more sides and has no enclosed the foundation plan that "Prior to the uses above. Section 503 (a) Exception 3. . contractor requesting a Building Department Show garage framing sections, size of header foundation inspection, the soils engineer shall advise the building official in writing - , / over garage opening, lateral cross bracing at t)it: plate line, method bracing garage front and : holddowns if required. • chapter 23.'thebuilding pad was prepared in accordance with the soils report, Maximum shear panel height-to-width ratio' is 3 1/2 to 1 for plywood. Table 25-I. ' . '47 The utility trenches have been properly i WV backfilled and compacted, and Doors may open into the garage only if the . floor or landing in the garage is not more than . (4(J/ The foundation excavations comply with one inch lower than the door threshold. —f the intent of the soils report". ' Section 3304 (i) - • : 1' Show height of all foundation walls. Chapter' . 7/. -Provide an 18" raised, platform for any FAU, / 23. - -'. water heater, or other device in the garage j which may generate a flame or spark. UMC §6. Show height of 'retained earth on all - Section 508, UPC Section 1310 (a). ' f, foundation walls. chapter 23. *FOUNDATION REQUIREMENTS If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and Per soils report, note on the plan the soils $expansive whether or not the soil is show steepness and heights of cuts and fills.classification, chapter 29. and note the allowable bearing value. Section 2905 (c). Note on plans that wood shall be. 6". minimum bove finish grade. Section 2907 (a). The foundation plan does not comply with the soils report reconsndations for this project. XN ote on plans that surface water will drain Please review, the report and modify design, way from building and show drainage pattern notes and details , as required to show nd key elevations. Section 2905 (f). . compliance:. ,,' ' ' , . ' Dimension foundation per U.B.C. Table 29A: 7. Floors Footing -80.. Provide' 'notes on the foundation plan-listing Supported* Stemwall Width Depth Thickness' the soils report recommendation for foundations, 'slab and building pad preparation. 1 6" 12" '12" '6" 2 8" '15" 18" 7" Provide a letter from the soils engineer , 3 10" 18" 24" 8" 'that . /L7 confirming the foundation plan, grading f plan and specificationshave been reviewed and Foundations may support'a roof in addition to the that it has been determined that the floors. Where only a roof is supported, use recommendations in the soils report are foundation for one floor. properly-. 'incorporated into the construction documents (when'rOquired by the soil report).' '. Show foundation sills to be pressure treated, - or equal. Section 2516 (c) 3. OOL 0? rruZ 9/. Show foundation bolt size and spacing. - Section 2907 (f). '2m çc' brcttOfl6 ' G o' c?q ) j I I b. L-Led Specify size, IC BO number and manufacturer —7 of power driven pins. Show edge and end L LO - + distances and spacing Section 302 (d) t - j,E •. '• ' - ' fl''' - ' -' , • ' , ' - ; , - .' ' ' - ' - 2/13/90 6 - ' '• n' - • ' ' ' l6I. Show that water heater is adequately braced to / :resist seismic, forces, when not connected by rigid pipe. UMC Section 504(d). Show shower stall can accoimnodatea 30" circle 'f.. and has a minimum floor area of 1,024 sq. in. UPC 909(d). YY '-i.. Provide clothes washer hook-up for each unit. .Title 24, Part 3. - NOISE INSULAlION 16/ Show details of duplex common (party) walls and / floor/ceiling assemblies 'to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. - ' Show how penetrations of assemblies for piping, . ' , electrical devices, recessed cabinets, bathtubs, soff its,, or heating ventilating, or ,. exhaust ducts shall be sealed, lined, or insulated to maintain required 'sound transmission rating. Title 24. 1I. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. fl -, EXERGYCONSERVATICON IL/. Provide plans, calculations and worksheets to -• F show compliance with current energy standards. 1. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted, on the plans, taped to 'the plans or s. "sticky' backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. —(iio) All energy items shown on the plans must be in agreement with, the information shown, on the properly completed' Form CF-1R. I/L. Specify on the building plans all ,of the 1 mandatory energy conservation requirements as listed 'on the enclosure titled, "Mandatory Energy Conservation Requirements". '.WShow the make, model and efficiency of the space heating '(or cooling) system and provide heat loss calculations if .theoutput exceeds 45,000 BTU/Hr. t0XI n 1 0 Mkel4 too t..sh1L 6 occo 4 0 [0 rL -er— c254. Ort4-- l7. For room additions, show that theglazing area / of the addition does not exceed 16% of' the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 17. Provide fluorescent general lighting in / kitchen(s) per CAC, Title 24, 2-5352(3). CARLSBAD S. F.D. & DUPLEX SUPPL9(ENT 1)4. Energy conservation design should be for Zone , 7. lj'6. Floor drains must have auto-prime (city Yyolicy). C."Note exhaust fans cannot be ductless type (city policy). ' 174. New residential units must be pm -plumbed for I 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). ' 14. Note "two 3/4" copper pipes must be installed I 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). 1. 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). l. Show on the Title Sheet on the plans, the ' information required by the attached Developmental Services Sheet 112383. - All new residential buildings, including / additions, require a soils report. 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 I 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). I- ,;'S-' . ;.,. .. S ) All structures require a Class B roof covering, Enclosures: - / 1.except room additions. If a room addition • covers all of the existing building (2nd story 1. addition), then the above exception d9esn't apply. S 2. City Ordinance .9792 requires two parking / spaces/unit with clear area of 20'x20' i.e. no 1washing machines, etc. Show compliance. 3.' " (iii chimneys attached to any appliance or - )1' fireplace that burns solid fuel shall be 7/ equipped with an approved spark arrester. The free' net area, of the spark arrester shall be 'i i C. c c..0 r.t Ctt - not less than four times the net free ara of -of the & the outletchimney. The spark arrester 04 .t screen shall have heat and corrosion resistance S • - equivalent to, 12 gauge wire, 19 gauge or rtocj5,, galvanized wire' or . 24 gauge stainless steel. - ,.-.' • - Openings shall not permit the passage of r hcJ' <!.o1C4iOrt spheres having a diameter larger than 1/2-inch ' ,and shall not block the passage of spheres e2!J.,Q.S 5L1,U c.c*c1irtc' having a diameter of less than 3/8-inch. 'to c 1001-' plor%. .7 . 11ISC1LANFXJS 188. Please see 'additional corrections, or'remarks, aAab-I4 rt ty-w)o 'd . onthe following page. • -'1'-O.. ow's. -Tó speed up the recheck process, note on this CS Oei QO b2 t2r,c4 , uOcJb list (or a copy)-where each correction item has r -'cal been addressed, i.e., plan sheet, note or ' cpO-' ptrL ILa'J 2 a (e -e _n ' calculation 'detail number, page, etc. ~:Q ooe*~ Please indicate here if any changes have been iho9-ez n 's I' a -, made to the plans that are not a result of .kd_t_m.tv' CIO +t ru_i_ii_' corrections from this list. 'If there are other () - ''--' changes, please briefly describe them and where OC(25_iCI9_tO',- . '- they are located in the plans. ' , I, C) .i io *h _b(rr!i-_1rcz Have changes been made to the plans not ' i ii resulting from.this 'correction 'list? Please POI,d _a_GOptl_0 -check. ' ç S ' Yes .'No Cr4'kos ) ,. The City of Carlsbad has contracted with Esgil _4kcu '• .Corporation located at 9320 Chesapeake Drive, Suite 70tL_¶cflt4 _ S 208, San Diego, California 92123; telephone number '619/560-1468, to perform 'the plan check 'for your —_(!?224S 4-c. _4.02.) project. If you have any questions regarding these to ' '.. plan check items, please contact ")_L9Obt.ri_nnc2c*tprL.. o nd_r rv_ - _e 4o ''_I at Esgil Corporation. If you have any questions _ rt.c regarding City Building permit procedures, please (V i contact Carter Darnell at the City of Carlsbad, 2075 (.70b( _nd_.t(iJO.tf0fl_[CL- Las Palmas Dr.,' telephone 619/438-1161. - , ' Thank you. -' • - '' ' ,' r'r .-OI • ('t Oe:") I • -.A&AA. . - • S S czo-ec.-t IonS_r'o h 4 10 Opptcite. _f 5' .' St '. 4' ' 5 .i90 11 5' ' 4•. '4 'S_ ' ' •5 ' , ' ' ' , ' - 5.' "1 ' ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 .. SAN DIEGO, CA 92123 (619) 5618 DATE OAd N JUR1-STI3iTION: CARLSBAD PLAN CHECKER OFILE COPY ?PLAN CHECK NO: SET: J.,. DUEs ODES IGNER -PROJECT ADDRESS:tQ.30 44o0vczr. - PROJECT NAME FA Ac Qb 4 e,Q,4&k Ej 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 déficien- 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. .1- The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. - iU LLJ.c1LL - b Lupy UL LL cilec)c. £L flS DJ1 - # I ex 2)c 1OOQ<J - Esgil staff did not advise the applicant contact person that plan check has been completed. fJ Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: - Telephone :. 0 REMARKS:________________________________________________ - -, - -. - •.•-I - :- ______________________ Enclosures:____________________ act., 0 GA 0 AA 0 RN C) DM 'PLAN am= NO: gI-Ic2 .. c . JURISDICTION: CITY OF CARLSBAD AL 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, Q 'tI ca The plan check is based on Cegulations enforced by the Building Inspection partment. You may have other corrections based laws and ordinances by the Planning Department, gineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: - - 1988 USC (eff. 1/1/90) .1988 UPC (eff. 1/1/90) 1987 NEC (eff. 10/28/87) .1 1988-UMC (eff. 1/1/90) The above regulations apply to residential constrction, regardless of the code editions adopted by ordinance. . The circled items listed need clarification, modification or chang. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building Code, the approval of - the plans does not permit the violation of any state, county or cit law. Ar - C eed up the recheck process, note on this list a copy) where each correction item has been PLAN O04RION ur ssed i.e.• plan sheet, specification, etc. Be iix OF CAAD to enclose the marked up list when you submit SDL.E FAMILY AND IXJPLEX ThJ.LD3S evised plans. - : Date plans received by jurisdiction: -. :;' J /L46,1gI Date plans received by Esgil Corporation: - - . Date initial plan check completed: By:e?e) Applicant contact person: Telephone: - NYrK: PAGE -NUMBERS ARE *)T IN SEQUENCE AS PAGES HAVIM NO 1MG NKKDDG (XRRIIONS WE D1RTP2). List No. -12,Carlsbad Single Family Delling and Duplex With All Supplements. (1988 USC) • 'TO: c4DD c3 \4.EI : ea 1-1- 1 r1n 2Z421 'PROJECT ADDRESS: QO #cDuZc. COR AREA. .Q-zJgg(4dd') '1Rr:. -.. PLANS 4. ( 1.) Pleae make all corrections on the original tracings and submit two new sets of prints, and I any original plan sets that may have been .returned to you by the jurisdiction, to: or : Esgil Corporation, 9320 Chesapeake Drive, .Suite #208, San Diego, California 92123, (619) 560-11468. 'S . 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 shee1s of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Cc9)- _Sw5orLs S) Ia Prod. IC4 r 5. 5. 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 T expiration date of license: (California Business and Professions Code). Show on the title sheet all structures, pools, / walls, etc. included under this application. Any portion of the project shown 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, for story determination-. 12. On the cover sheet of the plans; specify any items requiring special inspection, by way of the following: REQUIRED SPECIAL INSTRUCTIONS 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. irni REQ. IF REMARKS CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL -. -: Specify on the Title Sheet of the plans the FIELD WELDING gross floor area of each element of this - project including dwelling, garage, carport, HIGH STRENGTH BOLTS '. patio, deck and balcony. Section 302(d). EXPANSION ANCHORS 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title SPECIAL MASONRY 24 and 1988 UBC, UMC and UPC and 1987 NEC. SPRAYED ON FIRE 'sca'le-showing 'Submit fully dimensioned plot plan drawn to PROOFING . / location, size,. and use of all - ' existing and proposed structures-on the lot. PILES/CAISSONS -.. Identify-property lines and show lot dimensions - .- : -and all easements. Show location of all cut-or DESIGNER-SPECIFIED fill slopes. Show finish floor' elevations and show elevations of adjacent finish grade. OTHER - Show., drainage patterns with minimum slopes. - - - Section 302(d). - - 15, . - - - FIRE PROTECTION Indicate distance - from property lines to proposed building. Section 302(d). - ]$. Exterior walls closer than 3 feet to property - - -. lines shall be one-hour rated construction and have no openings Table 5-A - - ,12/11/89 ---'-: - - - 2 F'.' '.- - - - - -.-• -- -. . 4S__ • Ex i0s 12 Ft 1 C. r ion. 00 Vt.. I.'Exterior walls closer than 3 feet to a property 23. Operable window area in habitable rooms must J •-. line shall have 30 inch parapets when the floor be 1/20 of the floor area and a minimum of S area per floor exceeds 1,000 square feet. square feet. In bathrooms, laundry rooms and , Section 1709. similar rooms 1/20 of area is required and 4 , - minimum is 1.5 sq. ft. Section 1205 (a). J. Projections, including eaves, may not extend / more than 12 inches into the 3 foot setback 24. At least 1/2 of the common wall must be open from the property line. Section 1710. I and have an opening not less than 25 sq. ft. nor one tenth of the floor area of' the 14. Eaves over required windows shall be not less interior room if light and ventilation is / than 30 inches from the side and rear property being supplied from an adjacent room. Section lines. Section 504. 1205 (a). Plastic skylights shall not be installed within 2/. Required windows shall not open into •a roofed f that portion of a roof 'located within a / porch unless the ceiling height is at least 7 distance to property line where openings in feet, the longer side is at least 65% open, exterior walls are prohibited or required to be and the porch abuts a street, yard or court. protected. Section 5207 (a) 7. Section 1205 (a). Projections, including eaves, shall be one- 2/. Provide mechanical ventilation capable of / hour fire-resistive construction, heavy timber I providing five air changes per hour in or of noncombustible material if they project bathrooms, water closet compartments, laundry - . into the 3' setback aea from the property rooms and similar rooms if required openable line. Section 1710. windows are not provided. Section 1205 (c). 4. Show location. of permanently wired smoke 2/. Show discharge point for exhaust air to be at detector: / least 5 feet from any mechanical ventilating 7'. Centrally located in corridor or'area intake. Sçtion 1205(c). giving access to sleeping rooms. peGi( Cr1. ckr'On each story. fr,fr 4 J.!'' 28. Ductless fails' cannot be used in bathrooms if a /, In the basement, tub or shower is present. Section 1205(c). /5'. When sleeping rooms are uptairs, at the ' upper level in close proximity to the S. No habitable room, other than a kitchen, shall stair. ' / be less than 7'0" in any dimension. Section ft. In rooms adjacent to hallways serving 1207 (c). - -I' bedrooms, when such rooms have a ceiling / height 24 inches or more above the ceiling 3/. Show that ceiling height for habitable rooms ' height in the hallway. / is a minimum of 71 6". Section 1297 (a). NOTE: Detectors shall sound an alarm audible -in all sleeping areas of the unit. Section 1210 .. Show ceiling height for laundry rooms, 4./ hallways, corridors, and bathrooms is a 2/). When the valuation of a room addition or,repair ' minimum of 7'0". Section 1207 (a). I exceeds $1,000, or when sleeping rooms are / created, smoke detectors shall be provided at • .,s2. Dimension on the plans the 30" clear width for existing bedrooms per' item 19 above. Section 1 water closet compartments and 24" clearance in 1210. . ' front of water closet. 'Section -511 (a). GERMAL RFSIDFRFIAL RJJ.x1S ' 33. Specify safety glazing for glazing in hazardous locations such as glass doors, Habitable rooms, other than kitchens, shall glazing adjacent to doors and glazing adjacent contain at least 70 square feet .of floor area. to walking surfaces. Section 5406. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). - 34. Glazing, in the same wall plane as a door, / - must be safety glazing if within 12" of the Q. Window area must be at least 1/10 of the floor door and less than 60" above the walking I , area and a minimum of '10. square feet per ' surface, unless the glazing -is leaded or Section 1205 (a). Appears to be deficient in - faceted glass. Section 5406 (d) 6. ' ' - '. . Glazing in shower and tub enclosures shall be - / tempered, laminated or 'approved plastic -• (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. - -, 2/12/90 • ' • . - 3 -, I Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not - 'exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 26". Section 1206. Basements in dwelling units shall comly with / the above (even if not designated as sleeping rooms). Section 1204. Walls and floors separating units in a duplex f shall be bf one-hour fire-resistive construction. Section 1202(b). J. A mezzanine is an intermediate floor and may ,. f - •, not have a floor area exceeding 33 1/3 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 ,42" in height. Section 1716. ' Y .'The loft you show does not comply as a mezzanine floor and is, by Uniform Building - Code definition, a story. Section 1716. - - EXITS • STAIIAYS • AND RAILINGS - 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 immediately above the second story. I. When the third floor within a unit does not -- exceed 500 sq. ft., only one exit need be - provideth - Section 3303(a). Required exit doorways shall be not less than f, 36" in width and not less than 6'8" in height, ,,, and shall be capable of opening at least 90 - • degrees. Section 3304 (f). -: - - , ~43.vide 36" high pr'tective railing fbr ches, balconies,, and open sides of stair * - -- -- landings. Openings between railings shall be - - 'less than 6". -Section 1711. - 44. Show how guardrail connection details are adequate to support 20 pounds per lineal foot - f.. ,at a right angle to the top rail. Table 23-B. cess rc -k - - . ---. .• + (+ C co Irou, - -ort - Provide stairway and landing details. Section 3306 (b), (c) and (p). - - Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupi'ed roof, -; rise may be 8" maximum' - and run 9" minimum. () Minimum headroom is 61-811. - C. Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 6 or more risers. - - I Handrail shall be 34" to 38" •above the I nosing of treads. G The handgrip portion of. handrail shall be not less than 1 1/2", 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. Section 3306 (g), 3304 (j). - An interior door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (i). - U. Provide details of winding stairway complying p1 with Section 3306 (d): - Minimum tread is 6 inches at any point ( and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. Minimum width is 36 inches. .5,-- -. - Provide spiral stairway details,-per Section -:-3306 (f): f-. Minimum run is 7 1/21nches measured-at a f!' point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. Minimum headroom is 6 feet 8inches fit - 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. . i. Spiral stairways may not 'beused forrequired exits when the area served is greater than- 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for -. metal stairway, or submit plans and calculations and approved fabricator registered - . with the building department or note that the - .. stairway fabrication - plans shall be submitted - 1 r to and approved by the building official prior - to installation. 'r Exterior stairways shall not project into the 3 ( . foot setback from the property lines. Section - •3306 (n). The walls and' soff its of the enclosed usable Space under interior stairs shall be protected - on the enclosed side as required for one-hour . fire-resistive construction. Section 3306 (m). 'Within units, show that corridors have a / ,minimum width of 36 inches. Section3305 (b). - j •,. ROOFING - . Secify roof slope. - Roof - slope is not adequate for' roof type specified. Table 32-B,C,D and E. ' fl. Specify roof material-, and application. Qapter ',32. - - . . - -- 5'-'- , 5 - I.- - - •,,. S -- Specify I.C.B.O. or . U.L. approval number for roof-materials' not covered in U.B.C., e.g., tile, etc. Section 107. 5.j 5'.- 9t). Specify minimum 1/4 inch . per foot roof slope for drainage or design to support,accimulated water. Section 3207 (a) and Section 2305,(f). Show 'roof, drains and overflows. Section 3207. -' -:.. Provide skylight details to show compliance f with Sections 3401 and 5207 or provide I.C.B.O. approval number. J. Plastic skylights must be separated from each • / other by at least 1 feet. Section 5207 (a) 6.- Show attic ventilation. Minimuà vent area is - / . 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least - 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRY .'H• Provide fireplace construction details or note I construction to be per attached fireplace standard drawing. Chapter 37. - 6/. Show anchored vene'er support and connections f attached to wood in Seismic Zones 3 and 4, comply with Section' 3006 (d)1 and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of 'all - / masonry walls. Chapter24. -- 6/. Show floor and roof connections to masonry' / walls. Connection shall reist 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. (J. 'Show •a minimum 2" air space and flashing ./ between planter and building walls. Section 2516 -(c) 7. GARAGE MW CARPORTS ... - 7/. Garage requires one-hour fireS protection on - / the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 7J. All elements supporting floor above garage, f including walls supporting floor joists, must have one-hour fire-resistive-protection on the garage side. Section 503 .(b) Show 1 - 3/8" solid core self-closiig door for. I openings between garage and dwelling. Section 503 (d). . • - 7/. Garages are not permitted to open into a room -, - used for sleeping purposes. Section 1104. - 4 t 5' An occupancy separation is not required between 82. The soils engineer recommended that he/she - carport and residence, provided the carport is review the foundation excavations. Note on open on two or more sides and has no enclosed the foundation plan that "Prior to the uses above. Section 503 (a) Exception 3. contractor requesting a Building Department ,. foundation inspection, the soils engineer •$. Show garage framing sections, size of header shall advise the building official in writing f over garage opening, lateral cross bracing at that: plate line, method bracing garage front and "\'• ' holddowns if required. chapter 23. 1. The building pad was prepared in - accordance with the soils report, NOTE:'-- Maximum shear panel height-to-width ratio is 31/2 to 1 for plywood. Table 25-I. The utility trenches have been properly j backfilled and compacted, and 7/. Doors may open into the garage only if the f floor or landing in the garage is not more than The foundation excavations comply with one inchlower than the door threshold, the intent of the soils report". Section 3304(1). Show height of all foundation walls. chapter 7/. Provide an 18" raised platform for any FAIJ, / 23. water heater, or other device in the garage j which may generate a flame or spark. UMC . Show height of retained earth on all Section 508, UPC Sectioq 1310 (a). I foundation walls. chapter 23. (-1 - FOUNDATION R(JIRF](TS 85. If cut or fill slopes exist, show distance of - - foundation to edge of cut or fill slopes and 78. Per soils report, note on the plan the soils show steepness and heights of cuts and fills. classification, whether or not the soil is chapter 29. '- expansive and note the allowable bearing value. Section 2905 (c). 8. Note on plans that wood shall be 6" minimum I' above finish grade. Section 2907 (a). r. -• 79. The foundation •plan does not comply with the - ., soils-report recommendations for this project. 87. Note on plans that surface water will drain Please review the report and modify design, away from building and show drainage pattern notes and details as required ,to show and key elevations. Section 2905 (f). . compliance:- -- j '. 7. Dimension foundation per U.B.C. Table 29A: -. Floors Footing ' 80. Provide notei on the foundation plan listing Supported'c Stemwall Width Depth Thickness the soils report recommendation for foundations, 'slab and' building pad preparation. 1 6" 12"1211 6" -:-' I ' 2 8"' 15" 18" 7" Provide a' letter from the soils engineer ' 3 •10" 18" 24" 8" - confirming that the foundation plan, grading - plan and specifications have been reviewed and ' *Foundations may support a roof in addition to the - that it, has been determined that the floors. Where only a roof is supported, use - recommendations in the soils report are foundation for one floor. 1 properly incorporated into the construction / documents (when required by the soil report). . Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. - -oi Oje C] CC) ) 4 0 r ii2 9/. Show foundatiàn bolt size and' spacing. - 'a • ( 0 1 Section 2907 (f). ," • -',--- "2i 1, or lOris ', * I It L 1 C3( b. P{, Specify size, I.C.B.0. number and manufacturer - 'TO Ui rt cncci of power driven pins. Show edge and end 4 distances and spacing Section 302 (d) : 0 :: - - - ' • - ' - . ' -• -• - ' ' - ' 2 /13/90 -- . ' 6 - - '- • - - - L- Ifrequired, show size, imbedment and location i$. Show rafter ties. Rafter ties shall be spaced of hold down anchors on foundation plan. / not more than 4 feet on center and be just 1 Section 302 (ci). - above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 If hold downs are required, note on plan that (h) 4. :7 hold down anchors must be tied in place prior / ' , ' to foundation inspection. Section 305 (e) 1. lQt. Show rafter purlin braces to be not less than / 45 degrees to the horizontal. $. .Show adequate footings under all bearing wails Section 2517 (h) 5. / -and shear walls. Section 2907 (b). J Show double top plate with minimum 48" lap Show on the plans stepped footings for slopes / splice. Section 2517 (g) 2. - I steeper than.1:10. Section 2907 (c). J l9. Show nailing will be in compliance with Table, 9. Show minimum 18" clearance from grade to bottom / 25-Q. S of floor joists and minimum 12" clearance to bottomof girders. Section 2516 (c) 2. 109 -Show or note fire stops at the following . -- . locations per Section 2516 (f): •' '-7. Show pier size, I spacing and depth into . . undisturbed soil. Table 29-A. a. In concealed spaces of stud walls aid . / . . partitions, including furred spaces, at 6. Show minimum underfloor access of 18" x 24". the ceiling and floor levels and at 10 Section 2516 (c). • S foot' intervals along the length of the wall; %. Show minimum underfloor ventilation equal to 1 f. sq. ft. for, each 150 sq. ft. of underfloor b. At all interconnections between concealed area. Openings shall be as close to corners as , vertical, and horizontal spaces. such as 4 1v practicable and shall provide cross ventilation occur at soffits, drop ceilings and cove . on at least two approximately opposite sides. ceilings; . S . Section-2516 (c) 6. . G In concealed spaces 'between stair , FRAMING -. . stringers at the top and bottom of.the I - '- . -. . . run and between studs along and inline -1). Show wall bracing. Every exterior wood stud with the run of stairs if the walls under f' ,wall and main cross-stud partition shall be the stairs are unfinished; and braced at each end at least every 25 feet of . ,1ength with 1 x 4 diagonal let-in braces or d. In - openings around vents, pipes, ducts, equivalent. Section 2517 (g).3, Table. 25-V. chimneys, fireplaces and similar openings / . which, afford a passage 'for fire at 1171. In 2-story buildings, shear panels at the first ceiling and floor levels, with J story (at least 48 inches in .width) shall be noncombustiblematerials. . 4 located at each end or as near thereto as - - possible and comprise at least 25 percent of . 1$.). In-.duplexes, draft stops shall be provided in the linear -,length of the wall, or provide . / floor-ceiling assemblies and attics .- in line design. & Section 2517(g)3, Table 25-V. . with walls separating units and separating . I . .'. units from common areas. S 1172. Note cross bridging or blocking. Floor joists j • r . ' 'f, and-rafters 12" or more in depth shallbe . 171. Show stud size and spacing. Maximum allowable supported laterally by bridging, at intervals / 'stud heights: Bearing wall: 2 xk and 2,x 6 not exceeding 8 feet, unless both edges are max 10', Non-bearing 2 x 4 max 14', 2 x 6 'held inline. Sec. 2506 (h), 2517 (d) 6. max. 20. Table 25-R-3. i/i. Shoi blockingat ends and at supports of floor .,Studs supporting two floors, a roof and - f 'joists, rafters and trusses at exterior walls. /5 ceiling must be 3 x 4 or 2 x 6at 1611 ,o.c. , •-Section 2517 (d) 3, 2517 (h) 6. ' - . Table 25-R-3. I I '-s1f4. Bearing partitions, perpndicu1ar to joists, 1.' Note on A.I.T.C. Certificate of Compliance for shall not be, offset from supporting girders, / glued laminated wood members shall be given to' 'beams, walls or partitions, more than the depth., the building inspector prior to installation. of the joist Section 2517 (d) '5. , Section 2505. '.5., -.- • - , - S . . .. -2/12/90' . .- ' . ' 7 - '-S. • . S 4 ' - , . - - . , .,•. -• .. .- . . - . . 4 4 ,5• ) , ' -- . - -, - . :.. • ..-'' ?' -i ,-. -' ,- - - F, it -\ 1/ Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m) Detail shear transfer connections, including roof and floor diaphragms, to shear walls. -'• Section 2513. 1/6. 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)J.- - .. iØ. Provide truss details and truss calculations / for this project. Specify truss identification rnumbers on the plans. * 1. Show 1/2" minimum clearncé between top plate of interior partitions and bottom chord-of ,trusses. (To ensure loading will be as * ' designed).. -' .•I • - ' 1,t9. Provide roof framing plan and f1o6r framing - •./ plan. Section 302 (d). ;,•l. •.I .,Provide framing sections through 1 Section 302 (d). - ' l.' Specify all header sizes for opening over 4' -. wide. Section 2517 (g) 5. 1?4. I Provide calculations for main vertical and horizontal framing members and post footings. Section'302 (b). - Provide calculations for lateral loads,.shear - I panels, shear transfer and related. Section • 302 (b). - 1.. In Seismic Zones 3 and 4, the allowable shear wail values-for drywall in Table 47-I must be - reduced 50 percent when considering earthquake- - - - loads. This does not apply to wind loads. 'Foàtnote 1. l5. 'Show oit the plans al-i - structural requirements - .• / - developed in the structural calculations. Section 302 (d). (See comments below or at i—, end.) S -. ib -I - - -:;': ••*.- - - - ,.•* 171. Columns and posts located on concrete or f 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 i of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 1/7. Individual concrete or masonry, piers shall .1 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. 124. Show location of attic access with minimum f size 22" x 30". Section 3205. l. Show draft separation for attic areas between / units in a duplex. Section 2516 (f). l. Specify plywood and/or particle - board - f thickness, grade and panel identifications index. Table 25-S. / 1.. When roof pitch is less than 3:12, design / ridge as a beam. Section 2517 (h). i4. If foundation cripple wall studs are less than / 14" high, framing shall be solid blocking, or, sheathed with plywood. 'Section 2517 (g) 4. i. 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,(95 4. 134 Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. 1)4. Detail truss layout for 30" x 30" attic I access, if required for equipment in the attic. - l. Ridges, hips, and valleys shall be at least / one size larger than supported rafters'• Section 2517 (h) 3. 1 - . l4. In open beam construction, provide strap ties / • across the beams at the ridge supports Section 2501 (b). - MANICAL (uNIFo14 PICAL ODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. -- • -- 1. GOCS ou 2 Or'd on I1,s onoO crnn the size.: location and tvme of all ht4no ELECTRICAL (NATTAWAY. vTT2TCAT. (YflV't /and cooling appliances or systems. All' wiring shall comply with the National 139. ShowsourCQ of combustion air to furnace, per Electrical Code. Chapter 6, UMC. 140. Show on the plan the amperage of the Every dwelling unit shall be provided with electrical service, the location of the heating facilities capable of. maintaining a service panel and the location, of any sub- room temperature of 70 degrees F. at 3 feet panels. If service is over 200 amps, submit -. above the floor in all habitable rooms. Show single line diagram, panel schedule and load , -.basisfor compliance. UBC, Sec 1212. calculations. - Show minimum- 30" deep unobstructed working - 'space in front of furnace. Section 505, UMC. Furiace shall not be installed in any bedroom, -. bathroom or in a closet or confined space with. Show location of all electrical receptacles. I . Electrical receptacle locations and/or spacing. f is not adequate in access only through such room unless -- , specified as direct vent appliance, enclosed furnace or-electric heating appliance. - Section 704 UMC. 3 Sh6w I.C.B.0. approval number •for prefab fireplace. Show height of chimney above roof 'per I.C.B.0. approval or Table 37-B. 114. Show access to the attic-containing equipment to be minimum 30 inches by 30 inches. The -- opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. 145. Whe~ri equipment is installed in the ttic,,the ..,distance from the attic access -to such , equipment shall- not exceed 20 feet. 146.- Note that passageway to the attic furnace shall be unobstructed and have continuous solid . flooring not less than 24 -inches wide. 'Section 708 UMC. 147. Sh&w- permanent electrical outlet' and lighting fixture controlled by a switch for the attic - furnace. Section 708 UMC. 148. Show-details to comply with Section 709 for 'furnace under the floor, orSection 710 for roof or outside furnace. -- 149. Not! 'dnpl-aa: 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,,(a) 6. - - 0.. ; -Provide dryer vent to outside. UMC, Section 1903. , - - ,,•, -.--.--, ', 4 J-. .•-"-.. . . . b * - -- __-'•_-'_4 .,___ --. '., -• - - • Show at • least one convenience outlet other I than outlets for laundry, etc., outdoors, in - garages and basements. NEC, Art. 210-52. * 115. -Note convenience out-lets in bathrooms, kitchen J/! top(s) within 6 feet of the kitchen - -- sink, outdoors, and in garages and basements (other than for laundry and similar equipment)'. - -- shall be GFI protected. NEC, Art. 210-S.- 1 . Note electrical system ground to be provided / per NEC, Art. 250-81. * , PLBThG (t1NIF0I1 PLtP(BI (X)DE) - Show water heater size, type and location on I plans. UPC, Section 1301. - 17. Show source for providing combustion air to ,t fuel burning water4 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. 1/9.-Fuel combustion water heater shall not be - I installed in bath or bedroom or in a closet - opening into bath or bedroom. UPC, Section 1309. - - - i/o. 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. l(/(. Show I and P • valve on water heater and show I route of discharge line to exterior. - UPC, Section 1007 (e). - - - '--- -.4 1 -: . •. - 1-119190 -. -'-.. - -, - -- • - 9 • - - ,, -4 .4, ' 11.Show that water heater is adequately braced to 17g. For room additions, show that the glazing area resist seismic forces, when not connected by I of the addition does not exceed 16% of the rigid pipe. UMC Section 504(d). newly-conditioned floor area, plus glazing : . Show shower stall can accommodate a 30" circle / removed or relocated due to the addition.' .4 f and has a minimum floor area of 1,024sq. in. l7.. Provide fluorescent general lighting in U!C. 909 (d). / kitchen(s) per CAC, Title 24, 2-5352(3). Provide clothes washer hook-up for each unit. CARLSBAD S.F.D. & DUPLEX SUPPLEMENT / Title 24, Part 3. .. Energy conservation design should be for Zone - '- NOISE INSULATION (DUPLEXES) I 7. 161. 'Show details of duplex common (paity) walls and floor/ceiling assemblies to achieve a Sound /6. Floor drains must have auto-prime' (city policy). / - Transmission Class ' (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) S Note exhaust fans cannot be ductless type rating on floor/ceiling of 50 decibels. - (city policy). -..Title 24. j . l. New residential units must be pre-plumbed for - 1. Show how penetrations of assemblies for piping, I future solar water heating. Note "two roof / • electrical devices, recessed cabinets, jacks must be installed" where the water . bathtubs, soffits, or heating ventilating, or heater is in the one story garage and directly 'xhaust ducts shall be sealed, lined, or below the most south facing roof (City insulated to. maintain required sound Ordinance No. 8093). - transmission rating. Title 24.- j Note "two 3/4" copper pipes must be installed l(if. Provide insulation in walls and ceiling to I to the most convenient future solar panel achieve STC of 50 between garage and living location when the water heater is not in a one - area if garage use is not controlled by story garage and is not directly below the 'resident. Title 24. . . most south facing roof. (City Ordinance No. •L' . . . 8093). ENERGY (X)NSSEVAITON j • ••J . - ; ' . 1. Provide plans, calculations and worksheets to 1w). f All piping for present or future solar water heating must be insulated when in areas that F show compliance with current- energy standards. are not heated or cooled by mechanical means I (city policy). - 1. The regulations require a properly completed -/.. and properly' signed Form CF-1R to be either 19'l. Incorporate the waterproofing details, on the imprinted, on theplans, taped to the plans -or f attached Policy 80-8, where interior living "sticky backed" on the: plans, to allow the space occurs , below . grade at the masonry building inspector to readily compare the . wall(s). actual construction. with the requirements of the approved energy design. 12.- Show on the Title Sheet on the plans, the . . . /\' . ' information required by the attached .-'1---j.170.J All. energy items shown, on the plans must be in Developmental Services Sheet 112383. \..,' agreement with the information 'shown on the ' properly completed Form CF-1R. . l8. All new residential buildings, including I.. •,- - . -• . . / additions, require a soils report; Please Specify on the building plans all of the submit two copies. Exception: If a room J• f ,mandatory energy conservation requirements as addition is limited to one story and 1000 sq. - listed on the enclosure titled, "Mandatory ft. in area, then a soils report is not Energy Conservation Requirements". . required. Esgil Corporation will advise the . • . 172 Show the make, model and efficiency of the City to place their soils notice stamp on the plans. • - space heating (or cooling) system and provide I heat loss calculations if the output exceeds 1. Heavy timber framing, minimum 61"x 1011, beams -' S. •, . 45,000 BTU/Hr. I and minimum 8" x 8" post, for the structural . I I I o I beam and column supporting the fire separation -• •. c) (tazor o' en.-o4o I C) fl... Sht1J_ between the garage-and living area above, is I to - . acceptable if shown on the plans. (city t) PItC. p - - policy). 4rort1-- eit - - re - - o25t cfc. t06) (1a -Ii uOI O75gI7 L1II L5SC 411(2: -I-I 1 -, 1-7 C. be ,) cc 4 0 rt c,- ci . 'i e4kc c) . \ b ,kpcj,ri ,i lorc e A 2/26/90 +tLe if Enclosures: ' _•4 . • All structures require a Class B roof covering, 'except ioom additions. If a room addition covers all of the existing building (2nd story c' addition), then the above exception doesn't apply. City Ordinance 9792 'requires two parking spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. 187. All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The - net' free area-of the spark arrester shall be - not less than four times the net free araof the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance - equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. . Openings shall not prinit the passage of • spheres having a diameter larger than 1/2-inch and shall not block the passage of spheres 'having a diameter of less than 3/8-inch. -d PcD,?de CA Q 0 MIL 4 A o r#to4, crr ?14?prL 6o'r -zrL eAwc skcd - o f coi- pc.Jr i P(eas. - K[SELLANF1XJS o l- (it f)1I(#,U!)O (, 188. Please see -additional corrections, or remarks, . I on, the following page. L ct' '1 0 .. c, ri. frCLOS. (j) To speed up the recheck process,4 note on this q c Ii L1QIf1cZ uoc, - list (or a copy) where each correction item has :- been addressed, i.e., plan sheet, note or ¶toO- z, lei rL.ttay. 42 qa6lca: detail number, calculation page, etc. 0 - - 'S-' (-fl hQL9'CZ ry aflcUs; 190. Please indicate here if any changes have been -- made to the plans that are not a result of It i d th iii! Ct. ." corrections from this list. If there are other - - -changes, please briefly describe them and where OI'CS )k2rmI iCt9 they are are located in the plans. - • 0 40 *k& P ( -. . . Have changes been made to the plans not -t resulting from this' correction list?. Please I1 pp.S'd 0 btt a0pu 0 2. -, - - ;.,check. . - - - ' - c o '10tpt' - . - Yes No. • - . . - - •,. - . 'Ile... City of Carlsbad has contracted with Esgil -9 1' Corporation located at 9320 Chesapeake Drive, Suite . \7OU k7 ,1St4 208, San Diego, California 92123; telephone number / : 619/560-1468, to perform the plan check for your —_(h24E 4oi 4-o z) project. - If you have any questions regarding these ,- i i i - , •plan check items, please contact . V'') LObI flCI cOfl(1CC.*Ic)rL. - • b _ 41-7.yZi a . a nd_rt _ 4a r I .at Esgi1Corporation. If you have any questions _ 5rtC (Ise e • - ..-. .- regarding City. Building permit procedures, please ,.. (P i contact-Carter Darnell at the City of Carlsbad, 2075 -L7ObL _flC1_IOtt0 _[CL- Las Palmas Dr.,,telephone 619/438-1161. ' - - •• . -, --O Thank you. -• •,. -, -. - - —_-.AcI1._oec.tors 31 . .- .•• . •. -.•'-• j ,, ., - . . ' .1-;;14/90 •t • . . - • . 11 - --S ;_,- - . • . - - .- .. 'Dates Jurisdiction_ _CARLSBAD Prepared byt j Bldg. Dept VALUATION AND PLAN CHECK FEE 0 Esgil 4;.• PLAN CHECK NO._j - )3 4 BUILDING ADDRESS -I30 Woq.ser S-sr APPLICANT/CONTACT -------.- PHONE NO.________________ BUILDING OCCUPANCY 2-3 DESIGNER PHONE____________ TYPE OF CONSTRUCTION '1 )..1 CONTRACTOR PHONE____________ 16 il BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 2o?r.Adc -424. -Air Conditioning • • :Cornrnerci1 • Residential - • Res or Comm. - Fire Sorinklers ________________ - • • :T0tva1ue - i 7114.24, Pt\A 411 30' P b i M 27 7 - BUILDING PLANCHECK ENGINEERING CHECKLIST ZITEM DATE:4 EER I COMPLETE PLANCHECK NO. Ot2_3 ITEM INCOMPLETE - NEEDS YOUR ACTION 1 2 3 -4Cfl\/ER_ ITEM SELECTED S N R •.. .D .D .P.N.2OiSO-14 C C PROJECT ID:________________________ H-H..H E. E, E LEGALREQUIREMENTS . . K K K -Site Plan [i El El l'.. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, - . right-of-way width and dimension setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade -adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and ••/ ,- drainage patterns. 4TI1 ii -4 LJ:L+JL_*3. Provide legal description and Assessors Parcel Number.' 1 0 Discretionary _Approval Compliance -4;. ..No:Discretionary approvals were required. E 5 Project complies with all Engineering Conditions of ..Approval for Project No. ' ' '. • LJL_J'L__Jm Project does not comply with the following Engineering Conditions of Approval for Project No Conditions complied with by:Date Field, Review IN El 7. Field review completed. No issues raised. 8. Field review completed. The following issues or :i5cpa1e5 with the site plan were found: - LI LI LI A Site lacks adequate public improvements El El El B Existing drainage improvements not shown or in - conflict with site plan. . • r LI E LI C Site is served by overhead power lines FRN001O DH REV 11/27/90 4 Grading is required to access site, create pad or provide for ultimate street improvement. . Site access visibility problems exist. Provide onsite : turnaround or engineered solution to problem. F Other Dedication Requirements 9 No dedication required EEEI;10• Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8½" x 11" plat map and submit • with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: L - •• - - - 4 ..- - - - : I • Dedication completed, Date By: Improvement Requirements 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to. building site must be repaired to the satisfaction of the City inspector prior • to occupancy. '1 E1 E]12 • • Public improvements required. This project requires construction of public improvements pursuant. to Section 18.40 of the City Code. Please have a registered Civil ' Engineer prepare appropriate improvement plans and submit * for separate plancheck process through the Engineering Department. Improvement plans must be approved, 4. appropriate securities posted and fees paid prior to issuance of permit The required improvements are ..- •• •.k . - - . • - Improvement plans signed, Date by FRN001O.DH REV. 11/27/90 • • 18.40 of the City Code. Please submit a letter requesting deferral of the required 'improvements together with a recent title report on the property and the appropriate processing, fee so' we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date:':) /Pr7L7 By: 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more • , ., detailed proposed and existing elevations and contours. - 'Include accurate estimates of the grading quantities (cut, • fill, import, export). No grading required as determined by the information - ' provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for • separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: by: 1• ' .' Miscellaneous Permits 16 Right-of-way Permit not required LI Right-of-way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: r- LI Sewer Permit is not required. LI LI LI 19.' Sewer Permit is required. A sewer Permit is required concurrent with 'Building Permit issuance. The fee required is noted below in the fees section. Industrial waste Permit is not required. REV. 11/27/90 13. F-'E':l E:] OBTAU'JED \AJIT)-1 M.S. 2.Y7 Improvements are required. Construction of the public improvements may be deferred in accordance with Section - 21. Industrial Waste Permit is required. Applicant must - complete Industrial Waste Permit Application Form and 6 7, submit for City approval prior to issuance of a Building : - Permits.-, Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date:By Fees Required DN/1 27. Park-in-Lieu Fee ', ' Quadrant: Fee per Unit:______________ Total Fees D PJ/A 23 Traffic Impact Fee Fe Per Unit: Total Fee:__________ 12 t/1 24 Bridge and Thorough fare Fee '. .'• ' Fee Per Unit: Total Fee: 2'5.'.Public Facilities Fee required 26 Facilities Management Fee Zone:Fee 0 -N1/P _27. Sewer Fees Permit No. EDU's________ Fee:_____________ YD I\j/,r4 28'. SewerLatera1 Required: Fee: t'% • -. ' 0 29 REMARKS - 4 • '- I ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY S S21-4EtF LL DATE PER q 4'. -. • 4 t '•. -.. -' ' 4 ', 1•_ • - •• • . PLANNING CHECKLIST 4. Plan Check No qj I 23 Address S Poo c)eQ Planner ulh J t,1) 1L Phone 438-1161 ext. . • (Name) APN Type of Project and Use SF' Zone P—i—' f Facilities Management Zone / Legen ft Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified 0 Environmental Review Required YES - NO TYPE - :. •.. DATE OF COMPLETION: - Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ¶ 0.'-,Discretionary Action Required YES - NO TYPE APPROVALJRESO NO DATE PROJECT NO. OTHER RELATED CASES: T ' Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval 1ifomia Co=al Commission Pt Required YES NO - DATE OF APPROVAL - San Diego CoaifDismct, 1333 Camino Del Rio South, Suite 125, San Diego, CA 92108-3520. (619) 297-9740 Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval q 0 Landscape Plan Required YES _ NO ( - See attached submittal requirements for landscape plans I Site Plan. [1iJ 0 1. Provide a fully dimensioned site plandrawn'tó scale. Show: North, (- arrow, property lines, easements, existing and propsed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 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 0 4 Provide assessor's parcel number Zoning 1 Setbacks r Front: Required ' Shown 2o Int.ide: Required. /0 Shown (0' Street Side: Required",. ,0 Shown 9' Rear: - Required - - 27' Shown 0 2. Lot coverage: Rëqiiied e0Z Shown flo D 0 3. Height: -Rquiied -13c' Shown 0 4. Parking: Spaces Required' ' 2— Shown Guest Spacei Required ,.; - 1i Shown - 0 0 0 Additional Comments State of California, George D.eukmejian, Governor. . California Coastal Commission 1333.Carnino Del Rio S.,, Suite 125 San Diego, Ca 92108"' (619) 297-9740 DATE;. ..D .• 0• NAME_________________ ( o j9wii'y cc?- .::. C44 - LOCATION •_..;--•• . . . . ... 'PROJECT:S?6/ cfi Q1 This is to certfy that this location and/or propoed project has been rcviewed by the staff on the San Diegooast District Commission A coastal development permit is not necessary because., of the item(s) checked be1o.. .Appropriate 11oca]. ipermlts may now be r obtained.` A. wtl- - - ' - - 4 - - •----. .- - -'-The"siteisnbtlocated within thecoastal permit area as adopted in the California Coastal Act of. 1976 and effective January 1,1977, and modified effectiveJanuary 1, 1980 ... The proposed development is included in Catagorical Exclusion No. adopted by the California.CoastalCommission. - S The proposed development is judged to be repair or maintenance activity not .; resulting in an addition to or enlargement or expansion of the object of such ivities (Section 30610(d) of Coastal Act). . S The proposed development is an improvement to an existing siigle, fami1y- residence (Section 30610(c) of the Coastal Act) and not located in the area between the sea and first coastal road or 300 feet (whichever is greater) (Section 13250(b) (4) of Administrative Regulations). . 0 The proposed development is an improvement to an existing single family residence and is located in the area between the sea and the first coastal road or 300 feet (whichever is greater) but is not a) an increase of 10% or • more of internal floor area, b) the construction of an additional story, or C) a significant non-attached structure (Sections 30610(a) of Coastal Act and Section 13250(b) (4) of Administrative Regulations). The proposed development is an interior modification to-an.existing' use with no change in the density or intensity of use (Seátion 30106,-of-Coastal ACt). The proposed development is an improvement to astructure'othethan a single family residence or public works facility and isnot included inexcluded catacjories of development (Section 13253 of Admi.iiistrativeRegultions) e .: . The proposed development is the rebui1ding.ofastructure;otherthaná public works facility, destroyed by natural disaster The-zèp1acexnent conforms to all of the requirements of CSastal'ActSection 30610(g). The proposed development is.exempt under Section-'------'- f'the comm.ission's :'Interpretive '• Requi rements. - Other: - ..: . •-.: .• -• - - -.............---.-.• ........ St ---- ' '-c -.--------- - - * :. .... t I --------- - -----.. - -----.....-.--, ' '' - - £ . r <' IQi. '5 L__ -- ,.Z• :- r - -TZ , '.This fniin 't'provided •• become ,a ater date, this intormation is found to beindórrect,'.this letter will development org • coastal ,• development permit is obtained r 4 J!P.; Very truly yours, - Charles Damm • •! DistictDirecto' FOUNDATION AND SLAB RECOMMENDATIONS FOR PROPOSED TWO-STORY ADDITION TO EXISTING SINGLE-FAMILY RESIDENCE 1230 HOOVER STREET CARLSBAD, CALIFORNIA S - -••.1__ .• .-- ' .- - -* S -- -. APRIL It 1991 5 5 S . . -. . / 14 PREPARED FOR: - - .. MR. AND MRS. ROBERT DETRICH 1230 HOOVER STREET . S CARLSBAD, CALIFORNIA 92008 - . . JOB #1048-91 - . . • . 5 -. -, .5• - - .. TABLE OF CONTENTS Page I. SITE CONDITIONS . . . . . . . . . II. PROPOSED DEVELOPMENT . . . . . . . . . . . 1 III. FIELD WORK AND FINDINGS .. . . . . . . . . 1 Maximum Dry Density and Optimum Moisture Content . . . . . . .. 1 - Direct Shear Test. . . . . . . . . . 2 In-Place Dry Density and Moisture Content . . . . . . . . • . . 2 : IV. RECOMMENDATIONS... . . . . . . . .'. .. 2 - A Design . . . . . . . . . . . . . . . . 2 'B. Foundations. .. . . . ... C. Slab-On-Grade Floors . . . . . .. .•. 3 - - V. LIMITATIONS . . . . . . . . . . . . . . . 4 ).,•' . •, • • 1 Enclosures • Plate 'Site Plan ... .. .. . • Test Pit Logs (including Key) . . . . . .2-4 * Cross Section - Typical Deepened . .-.• Foundation. . . . . . . . . . 5 . .. • . '.p - • Isolation Joints and Re-Entrant t: Corner Reinforcement. . . . • . • • • . .6 - - - - * - - - 4 3 - - - _z - - *• - FOUNDATION AND SLAB RECOMMENDATIONS PAGE 2 1230 HOOVER ØTREET, CARLSBAD APRIL 3. 1991 'B. Direct Shear Test A 'direct shear test was performed on representative samples of Soil Types 1 and 3 for strength parameters in the lateral load and bearing capacity calculations. Three soil specimens were pre-pared by molding them in 2½-inch diameter, 1-inch high rings to 90% of the corresponding maximum dry density and optimum moisture content and soaked overnight. The specimens were loaded with normal loads of 1, 2, and 4 KSF respectively and sheared to failure in an undrained shear. The results are presented below. ' Wet Angle of Apparent Soil Density mt. Inc. Cohesion Location TvDe (Ref) ö (degree) C. (Dsf) TP 1@1' 1 121.8 31 186 TP 2@6' 3 124.6 25 201 C. In-Place Dry Density and Moisture Content In-place dry densities and moisture content of representative chunk soil samples were determined using the water displacement method. The test results are presented on the logs at the corresponding locations. The percent ratio of the' in-place dry densities to the corresponding maximum dry densities are also determined and included on the excavation logs. IV. RECOMMENDATIONS The following recommendations are consistent with site soil condi- S 'tions. Specific footing and slab recommendations are based upon existing' soil characteristics and should not supersede more restrictive requirements set forth by the project architect or structural engineer. A.Desian -: - The following parameters are based upon site soil conditions and shou1d.be utilized in foundation/slab designs at the project: 1. AilowábleBearing Value - 1,000 psf (dead plus live loads) The value may be increased by one-third for wind and seismic loading or per the Uniform Building Code, Table 29-B,, for additional widths and depths. ' 2. Coefficient of Friction Value - 0.25. 3. Passive Pressure — 307 pcf. -•-,- r MV ENGINEERING, INC • 2450 VINEYARD 'AVENUE, #102 • ESCONDIDO, CAUFORNIA 92029-1229 • 6191743 1214 $0tJ3 IF3TUIQ PEaC lIST lOt PIVEST)OAT,o.e cuuC*i wvuTmanoles • • - 2 FOUNDATION AND BLAB RECOMMENDATIONS PAGE 3 .30 HOOVER STREET, CARLSBAD APRIL 1. 1991 B. Foundations 1 • New structures should be supported by foundations which extend into firm soils below a depth of five feet from existing surface levels (see Plate 5). Actual foundation depths and reinforcement should be designed by the project structural engineer utilizing the indicated design parameters at the recommended depths. 2. New continuous foundations adjacent to existing footings should be constructed in staggered sections which do not exceed a length of five feet. C. Slab-On-Grade Floors 1. Slab-On-Grade: Prior to construction of all concrete slab structures planned to be placed on existing grades, the upper - soil should be removed and recompacted to 90% of the -,.,corresponding maximum dry density. The removal depths will be on the order of two feet from existing surface, levels. '2. WAll interior slabs must be a minimum of four inches in thick- ness reinforced with #3 reinforcing bars spaced 24 inches on center each way, placed one and one-half inches below the top of the slab. Use four inches of clean sand (SE 30 or greater) beneath all slabs. A six-nil plastic moisture is recommended, and, .if used, must be placed mid- height in the sand. 3. Provide contraction joints consisting of sawcuts spaced 12 feet on center each way within 72 hours of concrete pour - rfX all interior slabs • The sawcuts' must be a minimum of one-half inch in depth and must not exceed three-quarter inch in depth or the reinforcing may be damaged. All underground utility trenches beneath interior and exterior slabs should be compacted to a minimum of 90% of the maximum dry density of the soil unless otherwise specified : - by the respective agencies. - All exterior slabs (walkways, patios, etc.) must be a minimum of four inches in thickness reinforced with #3 reinforcing bars spaced 24 inches on center each way, placed one and one- inches below the top of the slab. Provide contraction --.' joints consisting of sawcuts spaced six feet on center each : way within 72 hours of concrete pour. The depths of the sawcuts should be as described in Item #2 above. - MV ENGINEERING, INC • 2450 VINEYARD AVENUE, #102 • ESCONDIDO CAUFORNIA 92029-1229 • 6191743-121 2-1 -- - - - - -.-- - - FOUNDATION AND BLAB RECOMMENDATIONS PAGE 4 jO ROOVER STREET. CARLSBAD APRIL 1. 3991 Re-entrant Corners - Special attention should be given to any "re-entrant corners" (±270 degree corners) as generally shown on the enclosed Plate 6 and curing practices (during and after the concrete pour) to limit cracking. Supplemental - The concrete reinforcement recommendations provided herein should not be considered to preclude the development of shrinkage related cracks, etc.; rather these recommendations are intended to minimize this potential. If shrinkage cracks do develop, as is expected from concrete, reinforcements tend to limit the propagation of these - features. These recommendations are believed to be reasonable -and in keeping with the local standards of construction practice. It should be noted that the added weight of the planned addition represents a changed condition which may result in some cracking of rigid surfaces, particularly near the juncture areas. These are expected features which are cosmetic in nature and will not -reflect geotechnical instability. Finalized improvement and foundation plans should be reviewed '..;by this office prior to construction. *."LIMITATIONS . The conclusions and recommendations provided herein have been based on all available data obtained from our field investiaation and 41at analyses, s well as our experience with and formational materials located in the general area. The materials encountered on the project site and utilized in our laboratory testing are believed representative of the total area; however, earth materials may vary in characteristics between excavations. Of necessity we must assume a certain degree of continuity between 'exploratory excavations and/or natural exposures. It is necessary, - therefore, that all observations, conclusions, and recommendations be verified during the grading operation. In the event discre- pancies are noted, we should, be contacted immediately so that an inspection can be made and additional recommendations issued if - required. -. The recommendations made in this report are applicable to the site .. at the time this report was prepared. It is the responsibility of T the owner/developer to insure that these recommendations are carried out in the field. •' 4 ; •( - •'•t •-;• .-• • • '?-..• •- • .1 ----"-- --'• •' - - - - Mv - ,ENGINEERING, INC.• 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CAUFORNIA 92029.1229 • 619/743-1214 QWTWAWAL PMMT pOUNDAT ION AND BLAB RECOMMENDATIONS PAGE 5 jO HOOVER STREET, CARLSBAD APRIL 1. 1991 It is almost impossible to predict with certainty the future performance of a property. The future behavior of the site is also dependent on numerous unpredictable variables, such as earthquakes, rainfall, and on-site drainage patterns. The firm of MV ENGINEERING, INC. shall not be held responsible for changes to the physical conditions Of the property such as addition of fill soils or changing drainage patterns which occur subsequent to issuance of this report. This report should be considered valid for a period of one year and is, subject to review, by our firm following that time. If significant modifications are made to your tentative development. plan, especially with respect to the height and location of cut and fill slopes, this report must be presented to us for review and possible revision. MV Engineering, Inc. warrants that this report has been prepared within the limits prescribed by our client with the usual thoroughness and competence of the engineering profession. No other warranty or representation, either expressed or implied, is included or intended. Should any questions arise concerning this report, please do not hesitate to contact this office. Reference to our Job #1048-91 - will expedite response to your inquiries. We appreciate this opportunity to be of service to you. , •-EV ENGINEERING... INC. qOJESSI .' .. / . .- P1COL rn No 863 rn Exp i2-31-93 RaphM.V1n)e * 'GE #863 4REDG 'Dennis Middleton CEG #980. 1*1 CERTIFIED ENCINEEI G RMV/DM/kmh a:1048-91.rpt .::cJFc '. ' - V ENGINEERING, INC • 24SO VINEYARD AVENUE,#102 • ESCO DO, CAUFRNI1g29 1229 • 6191743-1214 *kS- D - TESTPSQ KW MT - - UFTIA1IOSIS ..- - . - -,-. . r TEST PIT 11- /5 PROPERTY 4 LINE SITE PLAN . -. -J ._.-..._,.,1_-..• .-. - .. . - I. - . - . .- - .1048-91 4 i r PLATE I, - -------. I PRIMARY DIVISIONS. GROUP SECONDARY DIVISIONS SYMBOL -T GRAVELS GW Well graded gravels, gravel-sand mixtures, little or no fines. MORE THAN HALF GRAVELSo GP Poorly graded gravels or gravel-sand mixtures, little or no fines. OF COARSE GRAVEL GM Silty gravels, gravel-sand-silt mixtures, non-plastic fines. co 2 b FRACTION IS C LL Z W LARGER THAN WITH NO. 4 SIEVE FINES GC Clayey gravels, gravel-sand-clay mixtures, plastic fines. X Cc Lu SANDS SANDS SW Well graded sands, gravelly sands, little or no tines. tU Z uj F5 Cl) < 0' MORE THAN HALF 'tss THAN SP Poorly graded sands or gravelly sands, little or no fines. I OF COARSE 5% FINES) SANDS SM Silty sands, sand-silt mixtures, non-plastic fines. FRACTION IS .' SMALLER THAN ' WITH SC Clayey sands, sand-clay mixtures, plastic fines. . ' NO. 4 SIEVE FINES iii ML Inorganic silts and very fine sands, rock flour, silty or clayey fine LL cc SILTS AND CLAYS ______ sands or clayey silts with slight plasticity. CL inorganic clays of low to medium plasticity, gravelly clays, sandy '1 4 > LIQUID LIMIT IS U)ii W Cl) . .ILIA iri,iJ clays, silty clays, lean clays. CL Organic silts and organic silty clays of low plasticity. C I ci w J1 7C i MH Inorganic silts, micaceous or diatomaceous fine sandy or silty - SILTS AND CLAYS ' soils, elastic silts. CH Inorganic clays of high plasticity, fat clays. w cc w z o z ' , LIQUID LIMIT IS , , ' GREATER THAN 5O% - . OH Organic clays of medium to high plasticity, organic silts. - . HIGHLY ORGANIC SOILS , PT Peat and other highly organic soils-. GRAIN'SIZES U.S. STANDARD SERIES SIEVE' . CLEAR SQUARE SIEVE OPENINGS .- - .. . 200 40 10 . 4 3/4" 3" 12" SAND ' GRAVEL 'SILTS AND CLAYS COBBLES BOULDERS 'FINE 'MEDIUM COARSE FINE COARSE RELATIVE DENSITY CONSISTENCY • ANDS, GRAVELS AND NON-PLASTIC SILTS BLOWS/FOOT ' VERY LOOSE 0 - 4 - LOOSE , 4-10 MEDIUM DENSE 10 -30 DENSE , 30-50 VERY DENSE ' OVER 50 CLAYS AND PLASTIC SILTS STRENGTH BLOWS/FOOT VERY SOFT 0-'4 0-2 SOFT % - Vz 2-4 FIRM Yi-1 4-8 STIFF- . 1-2 8-16 VERY STIFF , 2-4 16-32 HARD OVER 4 OVER 32 • .' Blow count, 140 pound hammer falling 30 inches on 2 Inch O.D. split spoon sampler (ASTM D-1 586) - . Unconfined compressive strength per SOILTEST pocket penetrometer CL-700 • = undisturbed chunk sample I 246 Standard Penetration Test (SPT) (ASTM D-1586) : . with blow counts per 6 inches * . . = disturbed sample I I 246 California Sampler with blow counts per 6 in =sand cone test . - - ••' - - . KEY TO EXPLORATORY BORING LOGS Unified Soil Classification System (ASTM 0-2487) Mr and Mrs. Robert Detrich 1230 MV ENGINEERING, INC PROJECT NO PLATE _I 1o 48-91 2 1 KEY LOGGED BY S. M. I DATE DRILLED 3 / 5 / 9]. Hi d lex .1 )D 1 1 8.5'115.7 87.9 02 6.4' 94.0 71.4 03 L02.477.8 7.8 LL RIG Hand Tools SURFACE ELEVATION pTH TO GROUND WATER N / E BORING DIAMETER - —z :DESCRIPTION AND CLASSIFICATION 0 FILL Brown silty sand, moist, loose, - mottled with olive-colored clay. SOIL TYPE 1 SM 2 NATURAL SOIL Brown silty sand, moist, loose, roots throughout. 3 - 4 Firms at 5 feet. Slightly cemented.. End trench at 5 feet. =MR 8- 1 ., 10- .'.11. 13 ''. wt I • ' 14.. —.---- • ______________________________ BORING LOG TTfTW'7 EXPLORATORY Mr. 'an'd Mrs. Róbert,Detr1Ct,t. - L....J L....J L.f 2 Hoover Street, pa .1230 MVENGINEERING.INC . WV 2450 Vineyard Ave Sufle 102 PROJECT NO etj 'II :Escondido. CA 92025-1330 • Phone 6191743-1214 104891 - . •• , . • • ' • . . •...- I . I - iii- RIG Hand Tools SURFACE ELEVATION --- LOGGED BY S .M. TO GROUND WATER N/E BORING DIAMETER DATE DRILLED 3/5/91 ZLU DESCRIPTION AND CLASSIFICATION 2 9>. IC t • d< Zia _ Z•UCU)i IL o 2 0 FILL Brown silty sand, moist, loose, mottled with olive-colored to 1 10.5 19.3 90.6 5 black clay. SOIL TYPE 1 SM 2 Dark brown silty sand, organic 9.5 118.3 8,9.8 - odor, roots throughout. 0 3 SOIL TYPE 2 SM 3 10.8 11.6 86.4 NATURAL SOIL - 4 Brown silty sand, moist, loose. SOIL TYPE 1 SM 5 Orange-brown, silty to clayey 0 5 13.3 25.3 99.1 sand, moist, 'stiff to moder- ately f irm. SOIL TYPE 3 Sc 6 , - End trench at 6 feet. .' 7 •-' .' ' ' : -: 8 . 9 •• • ' ' 10 • • .••3 11 - 12 , 13 • -. - .- ' .- 1• " • ' * 14 I EXPLORATORY BORING LOG Mr. and Mrs.,Robert Detrich. r 1230 Hoover Street, Carlsbad '. MVENGINE ERING,INC.- "'- '' ' • • 2450 Vineyard Ave Suit e 102 PROJECT NO PLATE I - • 1. Escondido. CA920251330 ••'•"- I - —1 Test-Pit-2 Phone 619/7431214 I 1048-91 4 CROSS SECTION GROUND SURFACE FOOTING TRENCH L— STEM PORTION (WSSUITABLE 3OATIAI.S) - TOBEDESIGNED BY STRUCTURAL ENGINEER S , • .. , •• • oa1INoAREA 1' . . •. _, .• : •. - • : a - •I - - M • • • - - s . . - • • • •. - S • ___ 5 • • - . 5 • - • •. - ••••• . :. • .... •.•• .•.. ,•.,.••%••.•.• ••• . ?. r•.. ...... . . 1 • • - • . •r I -I - • 0 •• • I • .•- . - S • S $0 • • •0 )STEEL a' 5 ••, 5.•e S •g• •I •s. t ..t. P 0 •. 55. • REJNFORCEMENT • •. - :0,. • ' \ '1 r (COMPETENT EARTH MATERIALS) . •. S • .• •• S •. , _S ••• ••_I S S •s•1 .5. • :':. ;:' •.' .• •::.• -'..;.::: :.. ... . • . • •••_• __•_g_ •..:• • 16 .•.•.. •: • •_•_5• / . •. s':. • :..o ;.:.. :- S - S •• •• • A - a • •• • 5 0 • • 0• • • t .55_S. • • • • •_•••••• o. • • • •. • • : • S S S -. • - g • 5 - •.• S I - •• • 5 S • 0 • .• a • •- - .-: - :6rt.:. '-:' &• .; ":• • :. :.•-.; .:,: .; :'•:- • - . •••• '• •• ..• 4.: .•. • 9 •e; • •_ • _ •.S..SS••_ •5._I_ • i -s a .. •. D••• .5 - •5_ •_,• ..• - •0 •• •5. •_•$5 O ••••S • • S. ..a . • .. . .. - • ••• • •• .•• ••.••• •. -. • • • • •.• • • . .. •.• • • TYPICAL DEEPENED FOUNDATION THE FOLLOWING ARE TO BE CONFIRMED IN THE FIELD BY THE PROJECT GEOTECHNICAL ENGINEER. 54 1.) Depth to Firm - Measured from the ground surface elevation to the depth where competent earth materials are' encountered; this depth may vary. 1 2.) Embeddment Depth - The minimum footing depth/dimension measured down into competent earth materials. This dimension is ; . . provided by the project geotechnical engineer. • : 3.) Footing Area - The minimum required footing dimensions (depth and width) provided by the project geotechnical engineer. .1 4.) Steel Reinforcement - The minimum reinforcement requirements and placement-provided by the project geotechnical engineer. -*Stem Portion -"The stem portion is the portion of the footing to be designed and field inspected by the project'5trtCtral engineer. - . '• .a : '•,-•.•.••.-.'..- . L::_: 5. . - Plate 5- - . . * . S 5 . _. -. _ •.' _, .-.I....' ., II ISOLATION JOINTS AND RE-ENTRANT CORNER REINFORCEMENT Typical - no scale. action joi• re-entrant corner__ reinforcement No. 4 bars placed'\ 1" below top of slab 'contr 17 potential re-entrant joints :TT corner crack Notes: Isolation joints around the columns should be either circular as shown : in (a) or diamond shaped as shown in (b). If no isolation joints are used around columns, or if the corners of the isolation joints do not meet the contraction joints, radial cracking as shown in (c) may occur (reference Ad). In order to control cracking at the re-entrant corners (±2700 corners), provide reinforcement as shown in W. . Re-entrant corner reinforcement shown herein is provided as a general guideline only and is subject to verification and changes by the project architect and/or 'structural engineer based upon slab geometry, location, and other engineering ,and construction factors. . • - - * - '. . -- 42 - • - - Plate # 6 - t._*• ,• - t t - - .-..• -,---.•. ..------- • •. .- - .-. - •-• % -- •- .- .-* .. . . ., *• • .. -• •. *,S- - t A - CERTIFICATION OF COMPLIANCE fl CITY OF CARLSBAD Plan Check No DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school •fees for a projectand to verify' that the project applicant his 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 ,~ICT Carlsbad Unified San Marcos Unified 801 Pine Avenue . 270 West San Marcos Blvd. .' Carlsbad, CA 92009 (434-0610) San Marcos, 'CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School ,189 Union.Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) • Project Applianti t7Zici APN, ry,- cô_i cc Projct Address ç1T RESIDENTIAL:' ESIDENTIAL SQ FT of living area 9g Number of dwelling units • SQ. FT. of covered area SQ. FT. of garage area I CO?II'{ERCIAL/ INDU IAL: SQ. Prepared By Date - • FEE CERTIFICATION .• (To becompletd by the School District) • Applicant has complied with fee reoulrement under Government Code 53080 - Project is subject-to an existing fee agreement Project is exempt from Government Code 53080 • •• Final Map approval and construction started before September 1, 1986. (other school fees paid) Other, - .• SN Residential Fee Levied $ to based on 'sq. ft .@ Conm/IndustFee Levied: $ based on sq. ft.@ Sc ol itiO ¶ial Title Date AB 2926 and-SB 201 fees are capped at $1.58 per square foot for residential. • - AB 2926 is capped at $ 26 per square foot for commercial/industrial