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Home My WebLink About2405 GRANADA WAY; ; CB881436; Permit'G) USE BALL POINT PEN ONLY & PRESS'HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - 2r 0 I hereby affirm that am licensed under ui 'provIeIona of Chapter 9 (commencing with SsctIon 7000) of DivIsIon' 3 of 'the Business '5_and Professions Code, and my license is,I_ J L-fuIi force and effect. - I hereby aifirm that I am exempt Iron, the Contrac tot's License'Law lot the following reason (Sec. 7031 .5 Business and Professions Code: Any city or county which re- - quires a permit to construct, alter, improve, demolish. or repair any Structure, prior toils issuance also requires the ap- plicant for such -permit to file a signed statement that he is licensed pursuant to the provisions of the contractors - License Law (Chapter 9 commencing with Section- 7000 of Division 3 of the Business and Professions Code) or that Is OX' • - empt therefrom and the basis for the alleged exehiplion. Anyi violation of Section 7031,5 by an applicant for a permit sub' • lects the applicant to a civil penalty of not more than live ban dred dollars ($500). It I. as owner of the property. or my employees with wages - "as.their sole compensation, will do the work. and the struc' '''lare is not intended or offered tsr sale (Sec., 7044. Business and Protessioos.Code: ,Tbe Contractor's License Law-does - - not apply to an owner of property who builds or improves thereon and who 0000 such work himself or through his own - 'empinyees, provided thal'such improvements'are' not intend-' UI ed or offered to, sale., It however the building or improve- Z mont is sold within one. year olcornpletion;lhe owoet'builder 39 will have the burden of proving that he did not build or im - prove for the purpose of sale). - %1 1 - I, as ownirt he property, am exclusively contracting 'With licensed contractors to construct the project (Sec. 7044, Business and Professions Code: . The Contractor's Liceose - Law does not apply to an owner.of property who builds or im- proves thereon, and Aho contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law).- • - I') As a, homeownor lam improving my home, and the follow' "- O9 Conditions exist: ' -. ' ' -, - ' ' I - . ' . ' SI The work is being performed prior to sale. I have lived 'in my_'hn.me$tor twelve months -- prior to completion 01 this work. - I have not claimed this exemption during the last three years. Otmexempf,Jndor.Sec. . for this reason - - - -." 0 thereby affirm thatl have a certificate of consent to 'selt.insure. or certificate or Workers Compensation In. surancO.or a cerrified copy thereof Sec. 3800. LabOr Code) - —POLICY NO. MPANY .1 ' - . 110- 0 Copy It with thcity,.4 0 'Certified copy is hereby tarnished IL " LU '''C •: ' " 'CERTIFICATE OF EXEMPTION FROM C) --,WORKERS' COMPENSATION INSURANCE $4 ' 'IThis section need not be completed it the permit u IX • is tAr one hundred dollars 1010010, 10551 - le C5 I certify that i,thepArtormance 01 the work for which cc ,' this permit is issued. I shall not employ any person in any 0 ' manner so as to become subject to the Workers Compen. 'I salon Laws of California. - , NOTlCTO 'APPLICANT it, alter making this Certificate I .01 Eoemption.,yoa shouldbecome subject to the workers .Coriiperisatibn'-piovisiOns ot,thA Laborode. yoannost( 'torthwith comply with such provisions or this permit shalt r. he deered revuked.I 'I • - - :.' 0 -1 hereby attire, that Ihem is construction lending-f LLI agency Ir the' performance 01 the work for which Ibis per' ol mit is issued-ISec? 3097. Civil Codet. " ZI WI Leoder's Name . -.. -- ' . - • Lender's Address_________________________________ — CARLSBAD BUILDING DEPARTMENT APPLICATION '2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619)438-1.161 - - - --- -- . — 'S--' --' ' 5 .-- JOB ADDRESS ' AV. ST. RD. THOMAS BROS NO. DATE OF APPLICATION BUSINESS LICENSE tt VALUATION PERMIT NUMBER A4. 11A LOT BLOCK SUBDIVISION ASSESSOR PARCEYNO. 1 H I /7 25(0 CONTRACTORS PHONE - / ZONE ' ' - . -- -- OWNER'S NAME - OWNE R'S PHONE - ,To i+& 'D P-iuc1IJE '14'_ .1r—O 7 2-q_?1 70 CONTRACTOR'S ADDRESS STATE LICENSE NO. BUILDING SO. FOOTAGE OWNER'S MAILING ADDRESS .2Loc 'et WPJ ) Ct> .. . DESIGNER DESIGNER'S PHONE OESCRrPON OF OR K4 . . .9 4153 01/16/89 0001 01.. 02 DESIGNER'S ADDRESS STATE LICENSE NO. BldPmt 226.0 F/P FLR ELEV.I NO OCCGP EDU - ._-' STORIES YND - --S-- ••, ' - . - CENSUS TRACT PARKING SPACE - RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT TVP 0CC LOAD 'FIRE SPR -. - '"• t.,,' AREA , coj) Y Na" N , V YO No. - Not Valid Unless Machine Certified QTY, -PLUMBING PERMIT -ISSUE - QTY. - MECHANICAL PERMIT- ISSUE ,i,ç oo - SUMMARY/ACCOUNT NUMBER ' a 'EACH FIXTURE TRAP -' - ' INSTALL FURN. DUCTS UP TO100.000 BTU. BUILDING PERMIT 001-810-00-00-8220 /5 / EACH BUI'CUIJG SEWE'R •' ._ _. ' OVER 100,000 BTU , 'SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER AND/OR VENT . - . , BOILER/COMPRESSOR UP TO 3 HP -, . - PLAN CHECK . - 001-810-00-00-8891 EACH GAS SYSTEM ITO 4 OUTLETS . - BOILER/COMPRESSOR 3.15 HP - TOTAL PLUMBING 001-810-00-00-8222 - EACH GAS SYSTEMS OR MORE - , METAL FIREPLACE - . - -- - .- - ELECTRICAL ' - 001410700-00-8223 /15 . - EACH INSTAL., ALTER, REPAIR WATER PIPE -. ., VENT FAN SINGLE DUCT - MECHANICAL . - - 001-810-00-00-8224 EACH VACUUM BREAKER - - . , - ME CH EXHAUST H000IOUCTS . - MOBILEHOME 001-810-00-00-8225 WATER SOFINER - - -- ' RELOCATION OFEA FURNACE/HEATER I '. SOLAR - - - 001-810-00-00-8226 EACH ROOF DRAIN (INSIDE) - , DRYER VENT . • . .. STRONG MOTION 880-519-92-33 - - - - •- TOTAL MECHANICAL ...- -- . -. - - 0-c) I - . - FIRE SPRINKLERS 001-810-00-00-8227 I TOIAL PLUMBING ,: PUBLIC FACILITIES-FEE - --320-810-00-00-8740 - - - BRIDGE FEE 360-810-00-00-8740 CITY; - .,.- ELECTRICAL.PERMIT - ISSUE OTY. MOBILE HOMESETUP - -. ' ----------_ PARK-IN-LIEU (AREA I - NEW CONST-EA AMP'SWT BKR' - - ------ - I CAR PORT I - - , - - - - - TIF - -. ' - - - 312-810-00-00-8835 - - - -1 PH -, - 3 PH- - . - - , AWNING - , LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EA AMP/SWT/BKR - . GARAGE - . . . . FMF - 1 PH j.- - 3 PH- -. - -- - . - - ' , - - - - - - ... . - -- .LICENSE.TAX - - -001-810'00-00-8162 REMODEL'ALTLR' PER CIRCUIT - - - '' . ' 40 - . . ' - MIFF 880-519-92'57 - TEM'PPOLE 200 AMPS '( - ______________________ ___________ OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) - -- • " ', ,. '" - ;::-; ., CREDITrDEPOSIT. . -' :..'-ge -. - TOTAL ELECTRICAL I I- I IOTA) - TOTAL FEES PAYABLE - i.. I HAVE CAREFULLY EXAMINEDTHE COMPLETED "APPLICATION AND PERMIT- AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions 'Of this' —* 'AN OSHA PERMtT IS REQUIRED FOR EXCAVATIONS OVER - - CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE ode shall expire by limitation and become null and void If the building or work 50" authorized by such permit is not commenced within 180 days from the date of Such DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permil, or if the building Or work authorized by such permit is WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY abandoned at any time Allen the work is commenced 10,8 pB od STRUCTION.,,WHETHEIT SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND , KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND,APPLICANT'S NATURE 0 NER WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF CONTRACTOR 0 - / DATE EXPENSES 01180 days APP 'ED BY -- — - - - BY PHONE 0 GRANTING OF THIS PERMIT ••,-'--e- 'I. 00.1 FINAL PLUMBING ELECTRICAL MECHANICAL. GAS 1• s.-r BUILDING SPECIAL CONDITIONS TYPE , DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL' MASONRY GUNITEORGROUT - -. SUB FRAMED FLOOR LJ,CEIIAING SHEATHING' D ROOF 0 SHEAR- FRAME EXTERIOR LATH' INSULATION INTERIOR LATH & DRYWALL PLUMBING - - Li SEWER AND BL/CO Li P1/CO UNDERGROUND 0 WASTE LIWATER TOP OUT Li WASTE Li V/ATER ...-. - TUB AND SHOWER PAN •- -• -- - GAS TEST D WATER HEATER 'Li SOLAR WTER ELECTRICAL o ELECTRIC UNDERGROUND DUFFER ROUGH ELECTRIC '.• L -'l.Y .Vi¼ Li ELECTRIC SERVICE 0 TEMPORARY Li BONDING 0 POOL MECHANICAL O DUCT & PLEM., 0 REF. PIPING HEAT — AIRCOND.SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION-WHEN ALL APPROPRIATE . S ,• S. FIELD INSPECTION RECORD . • -. - REQUIRED SPECIAL -INSPECTIONS S INSPECTOR'S NOTES •- -. INSPECTION - REQ. IF INSPECTOR'S DATE h%4m IpVi* T1 o- CHECKED SOILS COMPLIANCE ( PRIOR TO -- FOUNDATION INSP - -. • - - - - — STRUCTURAL CONCRETE f OVER 2000 PSI - — 5- - - • - * PRESTRESSED .. -. :.- -S ,_3 — --- - -- - • - -• -- - — --5---- - — CONCRETE POSTi TENSIONED -CONCRETE --- - - ' -- - - • - FIELD WELOING — - HIGH STRENGTH BOLTS - -. -. SPECIAL MASONRY - - .• .• . -- - - " - - - PILES CAISSONS • . S • - - .. t- S — - — — - • _. - - - - - - - • ____ ______ .5 - ----'-- : - S3O .' ••\-. _____ ________ _____ - . - .. - •__) !4g. 'J'IVI '/4 S • ' - - ;_ S • - - *4 — - - ...* •- .._:-- , - S Thomas Engineers Consulting Engineers • Land Surveyors 1036 Commerce Street, Suite B •San Marcos, CA 92069 (619) 471-8889 March 27,1989 City of Carlsbad Building Department 2075 Las Palmas Carlsbad, CA 92008 Attn: Building Inspection' - - Subject: Van Dyke remodel, Granada Way. Dear Sir-or Madam: I have reviewed our structural calculations for the above-referenced project and have determined that the contractor may skip-sheet the roof in accordance with the Uniform Building Code instead of solid sheeting as called for on the building plans. The building lateral loads are adequately distributed - without the need for solid roof sheeting. If you have any questions regarding the above please don't hesitate to give me a call. Sinc6re1' : THOMAS ENGINEERS Ca~vidM. ~Thom~~s, FP RCE 56 cc o - - - -1- 1Ii1L.I U)tt1Utt%11U1N 9320 CHESAPEAKE DR, SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: APPLICANT JJ SD ICI JURISDICTION: /7 .~(O ECK -F1FILE COPY PLAN CHECK NO: ''/4/36 'SET: - .' UPS • EJDESIGNER :PROJECT ADDRESS: WA - PROJECT NAME: _jJ DYfrCE DD,TipflL . The plans transmitted herewith have been Co ected where necessary and substantially comply with the jurisdiction's .builditig codes. .:The planstransmitted herewith will substantially comply -• - with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. • S * The plans transmitted herewith have significant deficiencies El identified on the enclosed check list and should be corrected - and resubmitted for a complete recheck. • D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the - jurisdictiontô return to the applicant contct person. The applicant's copy of the check list has been sent to I. • -. . Esgil staff did not advise ,the applicant contact person that plan chek has been completed. Esgil staff d1d advise applicant that the plan check has been completed. Person contacted: Datecontacted: Telephone #______________ REMARKS: I F PO S,4S C A.)/Wb. -. y By: Enclosures: iLM) I t~ZIL • '3 53 ESGIL CORPORATION - .. - -, 9320 CHESPE.KE DR.. SUITE 208 SAN DIEGO,CA92123 (619) 360-1468 DATE:A NT RIION JURISDICTION:. CITY, OF. CARLSBAD P.LN—Cf!ECKER DFILE COPY PLAN CHECK NO: . SET: UPS 0 DESIGNER 'H PROJECT ADDRESS: PROJECT NAME Wri) D K i1 Dir/,J - -- 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 S.-. with the jurisdiction's building codes when minor deficien- cies identified - are resolved and ...checked by building department staff. - The plans transmitted herewith have significant deficiencies 0 identified on the enclosed check list and should be corrected and resubmitted for acomplete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgi]. Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the -jurisdiction to return to the applicant contact person. 'The applicant's copy of the check list has been sent to: 1ov 7?9,' jv,,Jc7 57 :S4 9a Esgil staff did not advise the applicant contact person that ., plan check has been completed. 4 Esgil staff did advise applicant that the plan check has -0 been completed. Person contacted: RY LEi Date contacted Telephone #.2?9-c2s5.3 .7 'REMARKS: ,5/i'73. ,3 9 N--ve £6e1) pi -i-, ENCL:VJE BY: S ESGIL CORPORATION - •:. -. /'J'3/-1? '•p ' t - pui c : ?i NO eo JuRISDIcrI:CITYOFCAM—WD :- 1 , Q S . -Ds 5 _Pj.Jp1,q L&)MV i?S PlAN (aocI( JlKPr - CITY OP CARLSBAD SDI(1 FAMILY AND DUPLEX ThL Date plans received by jurisdiction: Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National •. Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential, construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) - 1985 UMC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval .of the plans does not permit the violation of any state, county or city law. To sneed up the recheck process, note on this list (or a copy) _where each correction item has been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans . Date plans received by Esgil Corporation: Date initial ilan check completed: By:____________________ Applicants contact person: Telephone:__________________ z'PAGR XEMMS ARE MT IN SEQMM AS PAGES RAVMIMMS XMMING COMMMCKS W List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) - - . 1. PLANS Please make all corrections on the original ..../' tracings and submit two new sets of prints, and any original plan sets that may have been j returned to you by the jurisdiction, to: oP. , Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, - -. (619) 560-1468. -. 2. Please make all corrections on the original -.--".i tracings and submit two new sets of prints, and any original- plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. .Indicate on the Title . Sheet of the plans, the name of the legal. owner and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by the .. person responsible for their preparation. ' I (California Business and Professions Code). Plans, specifications and calculations shall be Signed by the California state licensed '. engineer or architect responsible for their - . preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). •. . Specify on the Title Sheet of the plans the - ( - gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). 7". Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. 'submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of. all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c). Indicate distance from property lines to 1 proposed building. Section 302(c). 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." ILl. 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. FIRE PROTI0N Walls closer than 3 feet to property lines ( shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). l. Projections, including eaves, may not extend f more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504. (a) and (b). It Plastic skylights shall not be installed / within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a)7. 1. Projections, including eaves, shall be one-. I hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show' location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. 4. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding - device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. 18. When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. 12/16/87 • - • • 2 d - 3.PrOvide stairway and landing details. Section 3306 (b) &(c). - a. Maximum.rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. b. Minimum headroom is 66". c Minimum width is 36". H handrails per Section 3306 (j), shall J satisfy the following: Provide handrail for stairways with 4 or .' - more risers.. Handrail shall be 30" to 34" above the -'-' nosing of treads. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i). £/2. A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lOwer than the floor level. Section 3304 (h). 44. Provide details of winding stairway complying with Section3306 (d): a. Minimum tread is '6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. C. Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a ; point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the -. outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required exits when the area served is greater than 400, sq. ft. Section 3306 (f). Provide I.C.B.0. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. 97. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior -wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). 48. Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two Or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). 4. Exterior stairways shall not project into the. f 3 foot setback from the property lines. Section 3306 (n). 5t). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). 5k.. Within units, show that corridors have - a minimum width of 36 inches. Section 3305 (b). Specify roof slope. . Roof slope is not adequate for roof type / specified. Table 32-B; Section 3203 (h). Specify roof material and application. Chapter 32. 1. Specify I.C.B.0. or U.L. approval number for I roof materials not covered in U.B.C., e.g., tile, etc. Section-107. 12/16/87 - - 4 ' _': '•' .. 'V.. I' -V The naxirxiurn slopefor afire re.ardant built- /9. Show 'a min' 2" air space and flashing f. up roof, with rock or,gravel surfacing, is 3 between planter and building walls. ..inches' in 12 inches. Section 3203 (e) 2. Section 2516 (c) 7. - • : --"minimum The . minimum,slope for. a fire retardant-built- GARAGE AND CARPORTS • , up roof, with cap sheet surfacing, is 1/2 inch - , 'in 12 'inches.' Section 3203 (e)3. 7. Garage requires one-hour fire protection on • Specify minimum 1/4inch per foot roof slope the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). - - for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and 7/L. All elements supporting floor above garage, Section'2511 (d) 6. , ' including walls supporting floor joists, must , -- .. ' - have one-hour fire-resistive protection on the ..- Show roof drains and overflows. Section 3207. garage.side. Section 503 (b) - i). Show 1 3/8" solid core self-closing door for 60 Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. openings between garage and dwelling. SectiOn approval number. 503 (d). Plastic skylights must- be separated from each 7. Garages are not permitted to open into a room -' other by at least 4 feet. Section 5207 (a) 6. used for sleeping purposes. Section 1104. Show attic ventilation. Minimum vent area is 91,1/1,50 14 of attic area or 1/300 of attic area if An occupancy , separation is not required I between carport and residence, provided the at le.ast'SO% of the required vent is at least 3 ' carport is open on two or more sides and has 'feet above eave vents or cornice vents. Show no enclosed uses above. ' required area and area provided. Section 503 (a) Exception 3. ' * ' Section 3205 (c). ' " / 7/. Show garage framing sections, size of header MASON over garage opening, lateral cross bracing at 6/.,'.'Pr'ovide fireplace construction details or note plate line, method bracing garage front and holddowns if required. chapter 23. construction to be per attached fireplace standard drawing. chapter 37. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width . Table 25-I. 4. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, J6. Doors may open into the garage only if the comply with Section 3006 (d)1 and Section 2515 floor or landing in the garage is not more' -.,(a). Show ties and 99 -wire in horizontal than one inch lower than the door threshold. joints. t 1 - -, ' Section 3304 (h). . #V I •- .- '. E. Show height and construction details of all ' S Provide an 18" raised platform for any FAU, masonry walls. chapter 24. ' '' water heater, or other device in the garage which may generate a flame or spark. UMC E. Note that cleanout openings shall be provided Section 508, UPC Section 1310 (a). at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall FOUNDATION KUiK?XIS be sealed before grouting, after inspection. Show floor and roof connections to masonry Per soils repOrt, note on the plan the soils classification, whether or not the soil is walls. Connection shall resist 200 pounds per expansive and note the allowable bearing lineal .foot or the actual design load, value. Section 2905 (c). whichever is greater. Cross grain -tension or : bending in wood ledgers is not permitted. 7. The foundation plan does not comply with the Sectjon2310 & 2312 (j)3A. soils report recommendations for this project. ., - • Please review the report and modify design, notes and .details as required to show 6t. Provide details for damp proofing the foundation walls, below finish grade, where compliance: usable space exists on the interior side of the V . wa1ls.' Section 1707 (d). , V V • '<. .a• ,'- • - V , '*• I' -• *V, . - V ' V f - V 12/16/87 5 'V •• ' - •V'J• V + '-I - p V - ' - - - 4. ., . 6. Provide notes on the'foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the, foundation plan; grading plan and specifications have been reviewed and that it has. been determined that the recommendations in the soils report are properly incorporated into the construction documents '(when required by the soil report). The soils report recommendations excavations be revie'ed by soils engineer.' Note on the foundation plan that "Prior to the contractor requesting' a Building Department foundation" inspection, the soils engineer shall advise the building official in writing that: 1 The building pad was prepared in accordance with the soils report, 2. . -The utility trenches have been properly backf ii led and compacted, and '..., . 3: The, foundation excavations, formings and reinforcements comply with the soils ' report and approved plan." s '• Show height of all foundation walls. chaptr fe. Show height of "retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show. steepness and heights of cuts and fills. Chapter 29. 86. Note 'on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. 'On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the - - inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. 'Dimension foundation per U.B.C. Table 29A: Floors . - - Footing Supported* Stemwall Width Depth Thickness '1 . 6" 12" 12" 6" 2 ' 8" * 15" 18" 7" • 3 10" 18" . 24" 8" Foundátions may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. . I•* • . :'•A 5,. V 4. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. ?6. Show foundation bolt size and spacing. Section 2907 (f). . 'Specify size, I.C.B.0. number and manufacturr of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302- (c). V note on plan that hold down anchors must be tied in place prior, to foundation inspection. Section 305 (e) 1. 'V Show adequate footings under all bearing walls / and shear walls. Section 2907 (b). ., . Show on the plans stepped footings for slopes, steeper than 1:10. Section 2907 (c). - 9/. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. . Section 2516 (c) 2. 0. Show pier size, spacing and depth into undisturbed 'soil. Table 29-A. Show minimum underfloor access of 18" x 241,1.' Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor - area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. l9). Specify that posts embedded in concrete shall - / :be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FRA Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal' let-in braces or equivalent. Section 2517 (g) 3. X2. Note cross bridging or blocking. Floor joists , and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. - F •' . - 12/16/87 ' . ' 6 ... , ., 1Qshow.blockingat ends-and at supports of floor :1. joistS, rafters and trusses at exterior walls. -; Section 2517 (d) 3, 2517 (h) 6. 04-Show double joists. Floor joists shailbe doubled under bearing partitions running parallel with the-joists. Section 2517 (d) 5. 5: Bearing partitions, perpendicular• to joists, shall not be offset from supporting girders, .be.anis, walls or partitions, more than the depth 0. of the joist. Section 2517 (d) 5.' - 14:Showrafter ties: -.Rafter ties shall be spaced /. . not . more than .4 feet on center and be just - . above the ceiling joists, where rafters and :ceiling joists are not parallel. Section 2517 *.(h) 4.. '...- 4 .1 • , Show rafter purlin braces to be not less than .45 -: degreesto the horizontal. Section 2517 (h) 5. 1718.' Show 1/2" minimum clearance between top plate .' of interior partitions and, bottom chord of '.trusses. (To ensure loading will be as designed) .- 1 '9. 'Show double* top plate with minimum 48" lap splice. Section 2517 (g) 2. i;. Sho'w nailing will be in compliance with Table 111. l] Show, 0r note fire , stops at the following locations per Section 2516 (f): .,In concealed spaces of stud walls and partitions, including furred spaces, at - the ceiling and floor levels-and at 10 ..,foot -intervals . along the length of the s wall, () atá11 . interconnections between concealed I vertical, and-horizontal spaces such as 'occur at soffits, drop ceilings and cove ceilings; -. In concealed ' '.spaces between - stair stringers at the top and bottom of the run ''- 'and between studs along and inline with the run of stairs if the walls under the -----stajrsare unfinished; and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which, afford a passage for fire at ceiling and floor levels, with noncombustible - • materials. -,. ._ . - , .• ,'-, I , * lX2. Show stud size and spacing. Maximum allowable I stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 25-R-3. /3- Studs supporting two floors, , a roof and * ceiling must be 3 x 4 or 2 x 6 at 16" O.C.- Table 25-R-3. - - 4. Note on A.I.T.C. Certificate of Compliance for / glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). 45. Detail all post-to-beam and post-to-footing connections and reference- the detail to the plan. Section 2516 (ci). 116. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. . D117. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. '' ITables 25 I, 3, K and Section 4713 (d)]. OOIZ1L)C'I 1t8. Show 3" x 4" or 2" x 6" studs in first story f of three story building. Table 25-R-3. l9. Provide truss details and truss calculations I for this project. Specify, truss identification numbers on the plans. 120. Provide roof framing plan and floor framing S plan. Section 302 (c). .SMi £PbEreL)GL) Ttao& jsirs. 1. Provide framing sections through - - Section 302 (c). LVI 3.12. Specify all header sizes for opening over 4' / wide. Section 2517 (g) 5. 900 Fl- 00R._ i6. Provide calculations for main vertical and - I horizontal framing members and post footings. - Section 302 (b). 114. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). ci .1 cV4 4.. : I V - Show bn the plans all structural requirements - - developed - in the structural calculations. Section- 302 (c). (See comments below or at 16. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which upport permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural' resistance to decay or treated wood is used. ;t Section 2516 (c) 4. 7.:Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to - ' decay or treated wood is used. Section 2516 (c) 4. 1. Show location of attic access with minimum size 22" x 3011 . Section 3205. ShoCi draft separation for attic areas between .-'units in a duplex. Section 2516 (f). 130. Specify plywood grade and: panel identification -index. Table 25-N. 'When roof pitch is leis than 3:12, design ridge as abeam. Section 2517 (ii). 2. If foundation.cripple wall studs are less than 14" high, framing shall be solid blocking. ' Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 42 stories. 4 ?-Section 2517(g) 4. V 14. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i). - . ]5 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. 4_ .Secti0n4706 (e)'. 46..Detail truss layout for 30" x 30" attic access, - if required for equipment in the attic. 17.-Ridges, hips, and valleys shall be at least .one size larger than supported rafters. Section 2517 (h) 3• •V - 18. In open beam construction, provide strap ties •'I across the beams at the ridge support. Section 2501 •. : . .. - V )ANICAL (UNIFORM )AN1CAL CODE) -. All heating, ventilating, and cooling systems and, appliances shall comply with the Uniform Mechanical 0 Code. V 1'9. Show the size, location and type of4 all heating and cooling appliances or systems. 10. Show source of combustion air to furnace, per Chapter 6, UMC. 1Le,2. Every dwelling unit shall be provided with ( heating facilities capable of maintaining a V room temperature of 70 degrees F. at 3 feet - above the floor in all habitable rooms. Show basis for compliance. UBC, Sec., 1211. 1L2. Show minimum 30" deep unobstructed working ' ( space in front of furnace. Section 505, UMC. 1l3. Note on plans, "clearances to, be per manufacturer's listing." Section 504, UMC. V 14. Furnace shall not be installed in any bedroom; f bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed V furnace or electric heating appliance. V Section 704 UMC. * l5. Show I.C.B.0. approval number for prefab / fireplace. 46. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches.' Section 708 & 709 UMC. .' l/.7. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. V V iLe. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic' V furnace. Section 708 UMC. 149. Show details to comply with Section 709, for furnace under the floor,, or Section 710 for V roof or outside furnace. 15k. Note on plan: Gas vents and non-combustible - piping, in walls, passing through three floors V or less shall be effectively draft stopped at each floor or ceiling. V UBC, Section 1706 (a) 6. ll. Provide dryer vent to outside. UMC, Section I 1903. 5. - V - • ' - ..' 1 AU energy items shown on the plans must be in agreement . with the information shown on the ' properly completed Form CF-1R., • ~ 2. Specify on the bui1ding plans all of the mandatory energy conservation requirements as listed on the enclosure tit1ed,. "Mandatory - Energy Conservation Requirements". 1113. Show the make, model and efficiency of the space heating (or cooling) system and provide - heat loss calculations if the Output exceeds - 45,000 BTU/Hr. 1)4. For room additions;show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing . removed or relocated due to the addition. 1 5. See additional corrections below or at end. • •' - CARLSBAD S.F.D. & DUPLEX SUPPLEMENT 3/6.. Energy conservation design should be for Zone hI 7 -. . See attached energy packages. 7 -Floor drains must .have auto-prime (city _policy). . -i18...Nóte exhaust fans cannot be ductless type (city policy). 179. New residential units must be pre-plumbed for (- -future solar water heating. Note "two roof * , jacks must be installed" where the water heater 1-1 j is in the one story garage and directly below the most south facing roof (City Ordinance No. - $093). 18q. Note "two 3/4" copper pipes must be installed f to the most convenient future solar panel '4 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). 11. All piping for present or future - solar water I heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy) - . - ( P.:ft 'D Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 13. Show on the Title Sheet on the plans, the I information required by the attached Developmental Services Sheet 112383. 184 All new residential buildings, including. additions, require a soils report. Please submit two copies. VR. DMA iJ U.ThJVEm l.b*t 18. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). - l8. UBC Adopting Ordinance 8792 requires Fire 4I Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). 147. City Ordinance 9792 requires two parking spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. i8. Please see additional corrections, or remarks, I on the following page. - The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact_________________ JEFJ at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: - 1. 3. £ 4V WEC AkF! i) Em., £ ik- .JDr E .# (L)Fo. PhDi, , e .',ei) TWP?J 10 •- •- •. ..., -••.• • V . -• - •' - El , r - - - Datei I1—- Prepared by* ':- ::..•. L- CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE Bldg. Dept. 0 Esgil - PLAN CHECK NO. 2/V3, BUILDING ADDRESS2AS A"o"P WAY APPLICANT/CONTACT R PHONE NO '7 ff -s BUILDING OCCUPANCY 1.3 DESIGNER PHONE____________ TYPE OF CONSTRUCTION V)J CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 06 1 )575•.p I57_ _______________ _____•1 __________ ______ Air Conditioninz Commercial Residential Res. or Comm. Fire SDrinklers Total Value Building -Permit Fee S i i5.Oc) Plan Check Fee S _$99v5 t CON MCTS Plans received by Esgil after July 31, 1987 shall have permit and plan,chéck fees calculated per 1985 UBC. SHEET / OF / 12/87 4 . I ENGINEERING CHECKLIST w LEGEND • :i Date: Item Complete • Plan Check No. Item Project Address: 21ôs_G,v'o'_i,4v Incomplete - Needs t Action Project Name: VDy _/Iomrrô, FieldCheck Date 1,2,3 Number in circle indicates plancheck By number that deficiency was identified - LEGAL REQUIREMENTS .•f - . 4 -' > .-> Site Plan /E: 1 Provide a fully dimensioned site plan drawn to scale Show North ••. arrow, property lines, easements, existing and proposed [ structures, streets, existing Street improvements, right-of-way width and dimensioned setbacks 2 Show on Site Plan Finish floor elevations, elevations of finish / grade adjacent to building, existing topographical lines, existing LA E El and proposed slopes, driveway and percent (%) grade and drainage patterns - bCh p, El 3. Provide legal description of property. 4 Provide assessor's parcel number. PERMITS REQUIRED Grading 0 5. Grading permit required. (Separate submittal to Engineering - Department required for Grading Permit). 6 Grading plans in plan check PE___________ 7 Need the following completed prior to building permit issuance Li ' Li A Grading plans signed Grading permit issued. Grading completed. Certification letter and compaction reports submitted. E Grading inspected and permit signed off by City Inspector. LiE 8. Right-of-Way Permit required for work in public right-of-way - (e.g., driveway approach, sidewalk, connection to water main etc) P*' 49. Industrial Waste Permit application required. To be filled • out • completely and returned to Development Processing. * ••• 1 -* - • - - -. --- •• -- -- .- -- FEES REQUIRED 0 10. Park-in-Lieu fees required. - Quadrant: - , Fee Per Unit: - , Total Fee: -.11. Traffic impact fee required. ,•t., r Fee Per Unit: Total Fee / j 12. Bridge and Thoroughfare fee required. Fee Per Unit: , Total Fee: AYY 0 13 Public facilities fee required I!1'D 0 14 Facilities management fee required Fee Ah 15 Additional EDU's required / Sewer connection fee:. - SeweO permit no. . ' 16 Sewer lateral required REMARKS •_-.•_*4 ' - -4 • 4 - - - - •, •• :-. - O K to issue ate "If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161 -*4-- F • -• 4 1 -4..-.- - - - - - - .- -., - .._.* - - • •- :-- a., • ....- r4 PLANNING CHECKLIST V7 CO -00 00 - Plan Check No. 88/13o Address r7R'3sc39 j4/9y . .! - Type of Project and Use m or—c • > Zone Use Allowed? YES NO Setback Front olc Side O(< Rear -a. eL ; Facilities Management Zone 2. School District: San Dieguito Encinitas - - Carlsbad San Marcos ' Discretionary Action Required YES NO Environmental Required YES NO "EJ D Landscape. Plan Required YES NO ( Comments Coastal Permit Required YES NO LI: LI .D Additional Comments -•- - . 4 4 DEVELOPMENT PROCESSING SERVICES 61VISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 I (619)438-1161 $ I) MISCELLANEOUS FEE pi1r V& Applicant Please Print And Fill In Shaded Area Only CA - DDRESS PLAN ID NO ASSESSOR r * PARCEL NO :.: _______________________________ 2729 10/27/88 0001 01 05 Kc OWNER S 00 MAILING $tf ADDRESS VALIDATION AREA CONTRACTOR'W -t_ dReVa1 ESTMATED VALUATION _______________ S CON ga TRACTC MAICf PLAN CHECK FEE IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES ITEL WILL BE FORFEITED S STATE S 'JBUSIN ESS LICENSE 0 _41 WE, CHECK IF SUBMITTED 2 ENERGY CALCS 0. 2 1987 ENERGY CALCS FOR _NON _RESIDENTIAL _BLDGS 2 STRUCTURAL CALCS DESCRIPTION OF WORK j opiE - 2SO S SOILS REPORTS S6 6 2 SELF ADDRESSED ENVELOPES ei i2\LLATtc S S DATE GIVEN! DATE SENT TO APPLICANT 011 CONTACT PERSON LA LA COSTA LETTER 2II12 SCHOOL FEE FORM ADDRESS S ,S S • TEL.7 —O P& ECORRECTIONS LIST .. CERTIFICATE OF OCCUPANCY S S DAT White File Yellow - Applicant Pink - Finance Gold - Assessor ,r Page Three u1Y14, 1977 Job No.: 6-20 Conclusions and Recommendations . ,. The expansion potential of the onsite soils that will directly - affect shallow foundations and slabs is considered moderate . . for lots 1,, 7-9, 11-16, 19-24, 26-38, 46-54, 57and 69. Remedial construction measures to minimize this condition are recOmmended as follows:'. . •. Tooting shall be continuous under all exterior and interior bearing '.walls and shall be. imbedded a minimum depth of 18 inches below the lowest adjacent finished grade Reinforce the continuous footings with a minimum of one #4 rebar placed top and bottom Concretefloor slabs shall be reinforced with 6X6 - 10X10 welded mesh placed at midpoint in the slab. Floor slabs shall be . cast on 'a 4 inch thick layer of graded aggregate base course or washed concrete sand. Garage floor slabs need not be reinforced If poured entirely inde- pendent of the stem walls using a positive expansion joint of felt :or similar approved material. . • . * The recommended soil bearing value for continuous and square footings a minimum of 12 inches In width and imbedded a minimum ii depth of 12 inches below the lowest adjacent finished grade shall be 1500 P.S.F. The foregoing values are for dead and live loads and may be increased 1/3 for temporary horizontal forces. is the opinionof this firm that the fill soils placed on the subject site,;as reported herein, have been properly compacted for ?their intended use. . . . . Respectfully submitted, - . DUCC ENGINEETL NC, INC. i Approved by: Hprvey Dutjre nej . • Sterling F/chite RCE 10863 :