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HomeMy WebLinkAbout2722 SOCORRO LN; ; CB890916; Permit"' z 0 ~ a: C .., u ... 0 a: I[ 0 u a: ... 0 .., 5 ~ ... z ~ zl Q >--; ~' z w ... :I 0 u !" a:: ... "' a: 0 31: il 0 I hefeby affirm that I am licensed under provlalon1 of Chapter 9 (comm<1nclng with Section 7000) of Division 3 of the Business and Prof .. 1lons Code, and my license is In full fo,ce and effect. I hereby a1twm IN:t I am exempl from lhe Cont,ac· lor s Locense L•w lor the lollow1119 ruson ( Sec 7031 5 Business and Professt00s Code Any city or cCNJnty whttli re quues a perm,1 10 construe!. alter. improve. Otmoltstl or repair any structure poor 10 its cs~nce al.so requires !he ap phunt for such permn 10 file a 519.ned statement that he tS licensed pursuant lo !he prov1s,ons ot !he ContrKIOr' s L1eense law (Chapter 9 commencing with Sechon 7000 01 ():v1saon 3 of the BuSU'N!SS ancl Protessaons Code, Of 1na11s ex empt lhefetrom ano the ba~s tor lht ~lege(I e11etnp1Km Ant Vt<Uhon ot Section 7031 . !> by an applant lor a pe,m,t sub 1ec1s 1he applanl to a CN1I penalty of not more than live liun dfed dollars ($5001 1. as owner ol the propeny. or my employees wllh waoes as lhe1r sole eompensatt0n will do !he work. and lfle strut· ture tS not inlended or offered lor sale fSec 7044 Business atKI Profession~ Code The Con1rx1or· s tacense L~w dots not appty 10 an owner of property who bt.ulds Of 1mprOVtS thereon and who does such w01k htmsell or lhrough his own emplOyeeS. prO'Ytded thal such 1mprovemen1s are not intend~ ed or ottlt'ed few sale If. hOweYer the Du11dtng 04' tmprM ment 1s SOid w1lh1n one yeil' DI comp,et.on. the owner~bt,ulder will have lhe burden of provmg lhal he did nol butld Of 1m• prOYe lor the purpose or sa1t1 I. as owner ot the Pfoperly. am exclusively contracting w11h hcensed con1rac1ors 10 construe! the prOJeCI (Sec 7044 Business Jnd Protess100s Code The Contractot's License Law does not appty lo an owner of property who bu1'ds or IITt prOYeS thereon. and who contracts lor sach ptote(:IS with a conlraclcw(s) hcense pursuant to the Contraclor's license Law) l As • nameowntt 1 ,m ,mprovmg my home ,oo the tallow mg conc:hhons exist 1 The wcwk Is being perf0<med pr,o, to salt 2 I have llved in my home for hlfefve monrhs pnor to completion of Uus WOfk 3 I have not clamed this exemption during the las! lhree years O I ,m exempt under Sec _____ _ tor this reason B&PC 0 I hereby affirm that I have a cert1hcate of consent to self-insure or a cer11hcate ol Workers Compensation In. surance or a certified copy thereol (Sec. 3800, Labor Coc:»I POLICY NO COMPANY :J Copy IS filed With the c,1y D Cectihed copy Is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be compfeled if the permit ts tor one hundred OOllars (S H>O) Of less) C I cer11ty !hat 1n the peflo,mance of the work tor which 1h1s permit 1s rssued. I sh.a.II not employ any pe,son in any manner so as to beeome subject to the Workers· Compen- sattan Lllws of Cahtornia NOTICE TO APPLICANT II, alter making this Certificate of Exemption. you should beeome subject to the Workers Compensaoon provisions of the Labor Code, you mu.st lonl'lw1th comply with such pt'O't'Is1ons or 1tus permit shall be deemed revoked D I hefeby affirm that there 1s a conslrucUon lenc:hng agency ICM' the performance ot the wortt for whteh thrs per m,t Is issued {Sec. 3097. C1v11 Code) Lender s Name _ Lenders Address USE BALL POINT PEN ONLY & PRESS HARD ---APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. ··-·-·-----· ---·---·-- CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 .. JOB ADDRESS AV ST_ RD-THOMAS BROS NO . l1:i-~~r~:;t5I · BUSINESS LICENSE • VALUATION PERMIT NUMBER . ,;," 7-2;2. --~ r. c-u £...k(J l/ .k;' ,;{,,C"_ . >1,~ ',/_ LOT BLOCK I suB01v,s,oN I ASSESSOR PARCEL NW...? /kco;_r;;-t3cJJ LL) W.j CONTRACTORS PHONE• ZONE r!-6 ( y o ~✓c. .:>21..:5"--07 28'2-~JY.3 OWN£ R'S NAME I OW .. EA'S PHONE 7-~AVR,;~M~e STATE LICENSE NO. BUILDING SO. FOOTAGE £.~ ~/-3~/t, o:;i7i~ADD:rc>CcJ/Z/Zo L~,;s-DESIGNER DESIGNER'S PHONE D~R•!.,T '..~~AK ~~ r~. ½-"~. ,.~I.,( ·~ DESIGNER'S ADDRESS ST4TE LICENSE NO. r~-r..-/ 1,._' ( /_;j';,zK 8357 07/18/89 0001 01 02 3-.:;D~ i-( ) /'~ fj f u. A BldPmt 523-0C ' . --F p F LR ELEV NO OCC GP EDU ,/fu/,v I / STORIES vO NO ~ CENSUS TRACT I PARKING SPACE I RES UNITS I GRADING PERMIT ISSUED I REDEVELOPMENT TYPE OCC LOAD FIRE SPA AREA CONST y D ND vO NO vO NO Not V~l,d Un~s Abe/Jin, C,rtdr"1 QTY. PLUMBING PERMIT · ISSUE -=,-so QTY. MECHANICAL PERMIT · ISSUE iflc;C) SUMMARY/ACCOUNT NUMBER '-1' EACH FIXTURE TRAP INSTALL FURN DUCTS UP TO 100.000 BTU l!UILUINI,; l'tHMI 1 UU l ·B lU·UU·UO·oau '/-..i/ I EACH BUILDING SEWER OVER 100,000 BTU SIGN PERMIT 001 ·810·00·00·8221 EACH WATER HEATER ANO OR VENT BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001 ·810·00·00·8891 -29;, EACH GAS SYSTEM I TO 4 OUT LETS BOILER/COMPR ESSOR 3 15 HP TOTAL PLUMBING 001 ·810·00·00·8222 -1"1- EACH GAS SYSTEM 5 OR MORE I MET AL FIREPLACE ELECTRICAL 001·810·00·00·8223 _... EACH INSTAL . ALTER, REPAIR WATER PIPE I VENT FAN SINGLE DUCT MECHANICAL 001-810·00·00·8224 2(P EACH VACUUM BREAKER ME CH EXHAUST HOOO DUCTS MOBILEHOME 001 ·810·00·00·8225 WATER SOFTNER RELOCATION OF EA FURNACE1HEATER SOLAR 001 ·810·00·00·8226 EACH ROOF DRAIN (INSIDE) DRYER VENT STRONG MOTION 880·519·92·33 f TOT.I.L MECHANICAL FIRE SPRINKLERS 001·810·00·00·8227 TOI AL PLUMBING I , r . ) -PUBLIC FACILITIES FEE 320·810·00·00·87 40 ~00 BRIDGE FEE 360·810·00·00·87 40 QTY. ELECTRICAL PERMIT · ISSUE QTY. MOBILE HOME SETUP PARK·IN·LIEU (AREA ) NEW CONST EA AMP SW! BKR CAR PORT TIF 312-810·00·00·8835 I PH 3 PH AWNING LA COSTA TIF 311·810·00·00·8835 EXIST BLOG EA AMP SWT BKR GARAGE FMF I PH 3 PH LICENSE TAX 001 ·810·00·00·8162 I REMODEL ALTtR PER CIRCUIT MFF 880·519·92·57 TEMP POLE 200 AMPS OVER 200 AMPS fEMP OCCUPANCY 130 OAYSl - CREDIT DEPOSIT ,. .... > ,. TOTAL ELELlRILAl I 11>. TOTAL TOTAL FEES PAYABLE I ti _.1---.J I HA'IE CAREFULLY EXAMINED THE COMPLETED APPLICATION ANO PERMIT AND DO HEREBY E•p,rahon Every perm,r 1S1uedbrlhelk/lldingOlhc:telundlt1Nprov1S1C1Mofl,,,_ * AN«-tAPERIIIIT.MQUIMDFOlllXCAVATIONS011£11 CERnFY UNDER PENALTY OF PERJURY THt.T All INFORMATION HEREON INCLUDING THf Code 111811 e•p,re by l,m,w,on...., -null--",,.. building or_.. t· 0-DIP AND D8IOUTION 091 CONSTRUCT10N Of aulhonzed by such _m,r ,s "ot commenced -180 daya from Ille -Ol auc:t, DECLARATIONS ARE TRUE AND CORRECT ANO I FURTHER CERTIFY AND AGREE IF A PERMIT I~ perm,r. "' ,1 the build•::x or wort, autllonMCI by IUCh -mt1 ,s or STIIUCn.s OVER 3 STONES IN HEIGHT ISSUED TO COMPLY WITH ALL CITY COUNl Y AND STATE LAWS GOVERNING BUILDING CON ilhandnnecl at anv tune a e, the WOik 11 --to, a w.oo of 11111 ..__ - STRUCTIQN WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY A~ . _ _ -··-·-AO APPfjOVED BY DATE • KEEP >iARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABIUTlfS, JUDGMENTS. COSTS ANO A .. T S ~ CONTRA:x ~ EXPENSES WHICH MAY 'IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THf ~ ,. 1/1-/fJ GRANTING OF THIS PERMIT -;: , vr I f .. BY PH E 0 1\.,../e; -✓ I ii ~ u: >-;;; 0 a. E Ql ~ I 'O 0 <.? C "' u a. a. <( I .:,;, C a: 0 r/) r/) Ql r/) r/) <( I ~ 0 ai >- Ql u C "' C u: C Ql Q) <, 0 ti Q) a. r/) C ~ .c ~ • . ~ t TYPE I DATE INSPECTOR BUILDING I ~ I FOUNDATION "'-L /) REINFORCED STEEL 1""-. I /;s-/Pi T MASONRY I I I I GUNITE OR GROUT I SUB FRAME D FLOOR D CEILING SHEATHING tJ ROOF D SHEA~ /1 FRAME I 'e/11r1-/ EXTERIOR LATH I INSULATION I I INTERIOR LATH & DRYWALL I I . PLUMBING I D SEWER AND BUCO D PUCO UNDERGROUND D WASTE D WATER 1/;r-lJ'J p/") TOP OUT D WASTE D WAT}:R J{)/;(/Y} /./ 7 TUB AND SHOWER PAN I , I GAS TEST I I D WATER HEATER D SOLAR WATE;R I ELECTRICAL I I D ELECTRIC UNDERGROUND D UF)=ER /) ROUGH ELECTRIC I ;o/J/;-, v D ELECTRIC SERVICE D TEMPORAAY D BONDING D POOL I I I MECHANICAL I I /"\ D DUCT & PLEM., D REF. PIPING 1 /b/"1/)-1 r--,L../ HEAT -AIR COND. SYSTEMS I I VENTILATING SYSTEMS I I CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEE_NAPPR_Ov_ED. __ FINAL I I PLUMBING "'-I ELECTRICAL " I /) MECHANICAL " I I _/11 b rr GAS "I t,/1 )f ' I BUILDING 1'. I SPECIAL CONDITIONS I I " ,. {!11:, <a-9 0~ (Jo • FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES INSPECTION REO IF INSPECTORS DATE F£1ff. /:=~"'--.L)(!C/t::.._ .J--..s-ou1z-5 10/3 CHECKED APPROVAL , SOILS COMPLIANCE PRIOR TO - FOUNDATION INSP -~ STRUCTURAL CONCRETE OVER 2000 PSI PRES TRESSED CONCRETE " POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS - SPECIAL MASONRY . PILES CAISSONS . -. ' r ~ --, r r . ~ ·--, . ,· . . . ' . - ., . .. PERMIT# CB890916 DESCRIPTION: 850 137 CITY OF CARLSBAD INSPECTION REQUEST FOR 06/13/90 INSPECTOR AREA TP PLANCK# CB890916 OCC GRP SF BED/BATH/FAMILY ROOM SF DECK SCHOOL FEES NEEDED -SMSD TYPE: RAD JOB ADDRESS: 2722 SOCORRO LN APPLICANT: IWANS, SCOTT CONTRACTOR: PROJECT BUILDERS OWNER: REMARKS: Tl/MH/BARBARA/438-2908 SPECIAL INSTRUCT: AFTER 1 30 TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical CONSTR. TYPE NEW STR: FL: STE: PHONE: 619 944-9626 PHONE: 619 282-J343 \ PHONE: / ";) INSPECTOR ----'-/-----,,~'4"""'-+ 1 _____ _ ACT COMMENTS _%_ ________ _ f---- ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 060790 Final Combo NR TP 053090 Final Combo NR TP NO RESPONSE 032890 Final Combo co TP SEE INSP. CARD 032390 Final Combo NR TP NO RESPONSE 112889 Shower Pan/Roman Tubs AP TP 103189 Exterior Lath/Drywall co TP 103189 Interior Lath/Drywall AP TP 101989 Sewer/Water Service AP WM 101989 Sewer/Water Service AP WM 101889 Sewer/Water Service co TP 101689 Insulation AP TP 101689 Insulation AP TP 101389 sewer/Water service co TP 101089 Insulation co TP COULD NOT GET IN 100389 Frame/Steel/Bolting/Welding NR TP 100389 Rough Combo AP TP 100389 Ftg/Foundation/Piers AP TP DECK AND STAIRS 092589 Rough Combo co TP ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 7 -/ -fi.3,,_ JURISDICTION: 6& g JP QFILE COPY QUPS QDESIGNER PLAN CHECK NO: ~8~'.z_-~/_J_0 ____ S~E~T~:~~/~/ __ _ PROJECT ADDRESS: 2-. 7 z_ 2_ SOC c., v Y 0 PROJECT NAME~ S:P-tf) ~ lvi □ 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 J2?l_ with the jurisdictipn'snbuilding codes when minor deficien- cies identified ·~~ are resolved and □ □ □ □ checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans a~e being h~ld 2t Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: rv(Esgil staff did not advise the applicant contact person that A plan check has been completed. □ Esgil staff did advise applicant that the plan check has been completed. Person contacted: -------------- By~&~-Enclosures: __ _ -□GA □AA Ovw ODM DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 JURISDICTION: (\, r /c, fJ q_£ jPLAN CHECKER □FILE COPY [JUPS CDESIGNER PLAN CHECK NO: 89-9/G SET: r PROJECT ADDRESS : __ A----'-7...L..<Y:<----L=--'~'"""o'--~c=~'---'c"--..,_v---'r-"c-' _,__,.l="''--'----- 1 I ·' I ' 1 --I / I PROJECT NAME: -SF l) /-doi, · ,::; ,,., J~ . .,. J;~, K L-U:".'./ D D D I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien-cies identified _____________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [AA"The check list transmitted herewith is for your information. l!.C!-._The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D 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 :Sc.dt+ :Cwf\f\JS list has been sent to: a / 5S W, :;rAsorv Si-re et tt= I:). leu.CA.diAJ cA f'J..oa'f- ProJ e..c..f: 5 u; w~ . AH-n' C. kr;s /.(Uf''\S c, 3 ~;~ Riyee..&,a,Le. s+re-e.+ SAN c:~o~ Cft 9 ')..J ::i.o Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: Sco-r I .z WA NS Date contacted: ________ Telephone # 9 £/tf.-'} 6 -;2..._ (p Sc.oi+ ~vJ/WS 0 REMARKS: .2.'t~-'z'.3't3 d.rjs k.lA.fft.S By£,L) ~£ ESGIL CORPO~ON □GA □AA □vw ODM Enclosures: ----------- JDRISDICTIOll:_0..-=--wl---"-~1/ ~L-~~~-- E!ICLOSURES: _________________ _ PRO.JJ!CT ADDRESS: I 2 7 ;:2._ 2-Sc,,c ,:..-'v rD L ,.l FLOOR AREA:_.,..@'--6--=0 ________ _ S'.IORIES: __ /~------------- HEIGIIT:. __ .::.c......_..a_._~ __________ _ ~= ------------------ PLAII IXlRRl!CTIUlf SBKET SIIIGLE FAMILY AIID DllPLEK ™ELLillGS I t ;;:;;7/Ji, 7!;:i;::.J ~ de Applicant contact person: ~C£d_/ Telephone: 9C/ l/<JG,;2_{.,, FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for 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 construction comply model codes: law mandates with Title 24 The 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) above regulations apply that residential and the following to residential construction, regardless adopted by ordinance. of the code editions 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 Unform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you,submit the revised plans. BOIE: PA.GK lllJIIIERS ARE NOT Ill ~ENCE AS PAGES HAVIIIG l«l Il»IS 11DDn.; OORRl!CTIOIIS llm1I! DXIF!'.ED. List No. 60, General Single Family Dwelling and Duplex Without Supplements. (1985 UBC) G ,3. J5. Q 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: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code), Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling,_. garage, carport, patio, deck and balcony. Section 302(c). 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 proposed building. from property Section 302(c). lines to 5/10/89 13'. / 14. 15: I ii,. / 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.11 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 PROIEClluH Exterior walls closer than 3 feet to property lines shal~ be one-hour rated construction and have no openings. Such walls shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 1710. Eaves over required windows shall be than 30 inches from the side and rear lines. Section 504. not less property Plastic skylights shall not within 8 1 of an exterior wall openings in such exterior wall or required to be protected. Section 5207 (a) 7. be installed located where are prohibited Projections, including eaYes, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 31 setback area from the property line. Section 1710. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to p,rovide an alarm which will be audible in the sleeping area. Section 1210. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. 2 ~ SIZES. LIGIIT. Vl!IITILAnON A11D GIAZillG 3 Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a m1.n1.IDUID of 10 square feet per S'akti9n l,'.(15 (a) . ..J:,ppea,;s to be defic_ient ¥,)- t::.. I! , ~ +1 :::<i !::,___e.OI cC!C? I-?? • ex 1 <; , 71 L; v. £ Jr/ , ? . c-;.,-, """ 1. ~ ,_,,, o, ·1-1.f',.,, \ _ 'I'-J;::. ,f 7 7 I /~ Openable Y.-in1dow area in habitable rooms ·must be ·, .. !J 1/20 of the floor area and a minimum of 5 G) 21. square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). At least 1/2 of the cotmaon wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, be less than 7 1 011 1207 (c). other than a kitchen, shall in any dimension. Section Show that ceiling height for habitable rooms is a minimum of 7 1 611 • Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimension on the plans the 3011 clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. 5/10/89 G 34·_ 36. Glazing, in the same wall plane as a door, must be safety glazing if within 1211 of the door and less than 6011 above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 4411 above the floor. The window Tm1St have an openable area of at least 5.7 square feet with the minimum openable width 2011 and the mipimum openaQle1 hfe,ight 2411 • j ;. ,-c Section 1204. ~ l,,,_,r-u &; ~-,; 05..-;i?, C0"'/7 ' .... .>' A mezzanine is an intermediate floor and may not have a floor area exceedL~g 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 4211 in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. EXITS. S'IAIRWAYS. AIID RAILINGS Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet a.~d located no higher than immediately above the second story. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not less than 6 1811 in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). ~ Provide ~ high protective railing for ~ porches, balconies, and open sides of stair landings. Openings between railing shall be less than~ Section 1711. C!!) Show how guardrail connection adequate to support 20 pounds per at a right angle to the top rail. details are lineal foot Iable.23-B. 3 Provide stairway 3306 (b) & (c). and landing details. Section a. b. c. Maximum rise is 711 and minimum run is 1111 • When the stairs serves less than 10 occupants, or serves an \.Uloccupied roof, rise may be 811 maxi.mum and run 911 mini.mum. Minimum headroom is 6 1 611 • Minimum width is 36". All handrails per Section 3306 ~isfy the following: (j), shall a. Provide handrail for stairways more risers. with 4 or b. Handrail shall be 3011 to 3411 abov·e the nosing of treads. c. The handgrip portion of handrail shall be not less than 1 1/ 411 nor more than 211 in cross-sectional dimension. Every stain.·ay 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). A door may open inward at the top step of a stairway provided the top step is not more than 7 1/211 lower than the floor level. Section 3304 (h). Provide details of winding stairway complying with Section 3306 (d): a. Minimum tread is 6 inches at any point and minl.JDUID 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): a. Mini.mum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. b. c. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. 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 colUIIlll 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). 47. 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 to and approved by the building official prior to installation. 48. 49'. 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 stain,•ay. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). s2:" Within units, show that minimum width of 36 inches. corridors have a Section 3305 (b). ROOFING Specify roof slope. Roof slope specified. is not adequate for roof type Table 32-B; Section 3203 (h). Specify roof material Chapter 32. and application. Specify I.C.B.0. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 5/10 89 4 The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3, Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (£) and Section 2511 (d) 6. 6✓ Show roof drains and overflows. Section 3207. 6f. / 62. / . 63. J.. ,, 67. 68. I / 69. Provide skylight with Sections 3401 approval number. details to show compliance and 5207 or provide I.C.B.O. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum 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 are.a provided. Section 3205 (c). MASONRY Provide fireplace construction to standard drawing. construction details or note be per attached fireplace Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height masonry walls. and construction Chapter 24. details of all Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per line.al foot or the actual design load, whichever is greater. , Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for foundation walls, below usable space exists on the walls. Section 1707 (d). to->1 damp proofing the finish grade, where interior side of the 5/10/89 Show a m1n111JUID 211 air space and flashing between planter and building walls. Section 2516 (c) 7. GIJU,GK AND CIJU'ORTS 71. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 72. All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) 73. Show 1 3/811 solid core self-closing door for openings between garage and dwelling. Section 503 (d). 74. 75 . 76. /78. / so. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width. Table 25-I. Doors may open into the garage only if the flnor or landing in t.he garage is not more than one inch lower than the door threshold. Section 3304 (h). Provide an 1811 raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOOIIDATIOII REOOIJm400S Per soils report, note on the plan the soils classification, whether or not the ~oil is expansive and note the allowable bearing value. Section 2905 (c). The foundation plan does not comply wit.h the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: ________________ _ 5 y 82. 84. 85. 87. 96. 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 constniction documents (when required by the soil report). The soils report recommendations excavations be reviewed by soils engineer. Note on the foundation plan that 11Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. 2. 3. The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, reinforcements comply with report and approved plan.11 farmings and the soils Show height of all 23. foundation walls. Chapter Show height of retained earth on all foundation walls. Chapter 23. If cut or fill foundation to show steepness Chapter 29. slopes exist, show distance of edge of cut or fill slopes and and heights of cuts and fills. Note on plans that above finish grade. wood shall be 611 minimum Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). For buildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent. Dimension foundation per U.B.C. Table 29A: Floors Footing SUB;B:Orted* Stemwall Width Depth 1 6" 1211 1211 2 8" 1511 1811 3 1011 1811 2411 ~·:Foundations may support a roof in floors. Where only a roof is foundation for one floor. 5/10/89 Thickness 6" 7" 8" addition to the supported, use /14. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 96·. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 97. Show on the plans stepped footings for slopes steeper than 1:10, Section 2907 (c). / 99. Show minimum 1811 bottom of floor clearance to bottom Section 2516 (c) 2. Show pier size, undisturbed soil. clearance from grade joists and minimum of girders. spacing and Table 29-A. depth to 1211 into /-100. Show minimum underfloor access of 181' x 2411 • Section 2516 (c). / 101. 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. 1'2. / Specify that be pressure Section 2516 posts embedded in concrete shall treated per \JBC Std. No. 25-12. (c) 1. FRAIIIllG Show wall bracing. Every exterior wood stud wall and main cross-stud partition sl;iall 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. ' ,/104. In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3. 6 1oi;..{ Note cross bridging or blocking. Floor joists ./" and rafters 1211 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 (d) 6. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 108. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5, J.W. Lr6. Show rafter ties. not more than 4 above the ceiling ceiling joists are (h) 4. Rafter ties shall be spaced feet on center and be just joists, where rafters and not parallel. Section 2517 Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. ;i.fl. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 112. Show nailing will be in compliance with Table 25-Q. 1.ri. Show or note fire stops at the follmdng / locations per Section 2516 (f): a. In concealed spaces partitions, including the ceiling and floor foot intervals along wall; of stud walls and furred spaces, at levels and at 10 the length of the b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. d. 5/10/89 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 stairs are Wlfinished; 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. / 114. Show stud size and spacing. Maximum allowable 116. stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 20 1 • Table 25-R-3. Studs supporting ceiling must be 3 Table 25-R-3. two X 4 floors, or 2 x 6 a roof and at 16" o.c. Note on A.I.T.C. Certificate glued laminated wood members the building inspector prior Section 306 (f). of Compliance for shall be given to to installation. 117. Detail all post-to-beam connections and reference plan, Section 2516 (m). and post-to-footing the detail to the 118. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. (~~9)specify nail size and spacing for . __ ,..., walls, floor and roof diaphragms. required blocking. Maintain maximum all shear Indicate diaphragm J, Kand dimension ratios. [Tables 25 I, Section 4713 (d)]. 12.G. Show 311 x 411 or 211 x 611 studs in first story of three story building. Table 25-R-3. , 121. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 122. Show 1/211 minimum clearance between top plate of interior partitions and bottom chord of tnisses. (To ensure loading will be as designed). 12·( Provide roof framing plan and floor framing ' plan. Section 302 (c). ~ Provide framing sections through Section 302 (c). Specify all header sizes for opening over 41 wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 7 1271. Provide calculations panels, shear transfer 302 (b). for lateral loads, shear and related. Section no. Show on the plans developed in the Section 302 (c). end.) all structural requirements structural calculations. (See comments below or at Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved· ·wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 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. Show location of attic access with minimum size 2211 x 3011 • Section 3205, 1;{. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood thickness, grade identification index. Table 25-N. and panel When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h), 135. If foundation cripple wall studs are less than / 1411 high, framing shall be solid blocking. Section 2517 (g) 4. 13/ Cripple wall studs exceeding 4 feet in height / shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue.11 Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. Detail truss layout for 3011 x 30" attic access, if required for equipment in the attic. Ridges, hips, size larger 2517 (h) 3. and valleys shall be at least one than supported rafters. Section In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). 5/10/89 IIECIAIIICAL (URU'ORII HECIAIIICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. ~how the size, location and type of all ~eating and cooling appliances or systems. Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall be provided with -heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. Show minimu.m 3011 deep unobstructed working space in front of furnace. Section 505, UMC. 145. Note on plans, 11clearances manufacturer's listing." Section to be per 504, UMC. +46. Furnace shall not be installed in any bedroom, / bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. Show I.C.B.O. fireplace. approval number for prefab Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Note that passageway shall be unobstructed solid flooring not less Section 708 UMC. to the attic furnace and have continuous than 24 inches wide. 1so/1show permanent electrical outlet and lighting 7· fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details furnace under roof or outside to comply with the floor, or furnace. Section 709 for Section 710 for Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. /,J.53. Provide dryer vent to , 1903. outside. UMC, Section 8 KLECTRICAL (JIATIORAL KLEC'IRICAL COOK) All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical service, the location of the service panel and .the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. y Show location of all electrical receptacles. 1_?6. Electrical receptacle locations and/or spacing ,, is not adequate in. _____________ _ 1s/ Show at least one convenience outlet other than r. outlets for laW1dry, etc., outdoors, in garages and basements. NEC, t. 210-52. G Note c nvenience tlets count..,;>-ta;~.,)," within sink, outdoors and in ( other or laW1.dry shall be GFI protected. Note electrical system per NEC, Art. 250-81. in bathrooms, kitchen 6 feet of the kitchen garages and basements and similar equipment) NEC, Art, 210-8. ground to be provided PLlMBillG (llllIFORM PUIHBillG COOK) Jh'O· Show water heater size, type and location on plans. UPC, Section 1301. Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the 'required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. Fuel combustion water installed in bath or opening into bath or 1309, heater shall not be bedroom or in a closet bedroom. UPC, Section }63. Provide adequate barrier heater from vehicle damage. to protect water UPC, Section 1310. Show T and P valve on water heater route of discharge line to exterior. UPC, Section 1007 (e). and show 165. Note on the plan that hose bibbs and lawn / sprinkler system shall have approved back.flow prevention devices. UPC, Section 1003(h) & (i). 5/10/89 /n. Show shower stall can accommodate a 3011 circle and has a mini.mum floor area of 1,024 sq. in. UPC 909 (d). !EISK DISUUJIOR (IJOPLKXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of SO decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. ENERGY CONSERV AJ'IOR Permit applications received after June 30, 1988, are regulated by th.e new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. The new regulations require a properly completed and properly signed Fom CF-lR to be either imprinted on the plans, taped to the plans or 11sticky backed11 on the plans, to allow the building inspector to readily co:--.tJpare: the actual construction with. the requirements of the approved energy design. Section 1403(a)l, Title 24, states that Form CF-lR shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of california or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. · All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-lR. 9 - Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, 11Mandatory Energy Conservation Requirements". 1vs'. Show the make, model and / space heating (or cooling) heat loss calculations if 45,000 BTU/Hr. efficiency of the system and provide the output exceeds aFor room additions, show that tbe glazing area V of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. Provide fluorescent general. lighting kitchen(s) per CAC, Title 24, 2-5352(J). in Please see additional corrections, or remarks, on the following page. Thank you. 5/10/89 10 Date, 0 -Jl-89 Jurisdiction C'e-11..s lJ VALUATION AND PLAN CHECK FEE o Bldg, Dept, O Esgil PLAN CHECK NO ,._8'-9"'--_9"'--'--/"""c;,.'-- BU ILDlNG ADDRESS _..;c?-__ 7'----"2-=--'2.__=----'S,=-=o'----"'C...c....-=cOV¼)_· ..;;_;:.,;,.e __ C=!Q_..._ ____ _ APPLICANT/CONTACT _________ PHONE NO. _______ _ BUILDING OCCUPANCY rfl -S DESIGNER PHONE _____ _ TYPE OF CONSTRUCTION U rJ CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE ' MULTIPLIER cSFO 11 VA _,. ~b-0 c;, C, ..s-e:,,;oo / • ,1..,. 1t I<, / '"}, .5V I,~ a I . Air Conditioning Commercial @ ., Residential (<l Res. or Comm. Fire Snrinklers @ Total Value ~ l 4-"CJI '/ Building Permit fee$ !89, bV r '-/, 5'°)<. !::>"'"'R $ ~ .=:,-0, .s--v Plan Che ck f ••-$<---------------------'$'-'-f}__--'-~-J'-,_8_ 3 __ COM MEN TS,._:---------------------------- -z 3<f-2-.y SHEET OF -~ --12/87 "' ... ro 0 C!l "O "' J "' > "' 0:: "' ... ro 0 C!l "O "' J "' > "' 0:: ~□ "' ... ro 0 C!l "O "' J "' > "' 0:: □ □ □ □ ~□ 0 □ cf □ 0D 0D ~ ~ ~~ □ □ □ □ □ □ □ □ D □ □ □ ENGINEERING CHECKLIST Date: __ ..=G'--'-47::..::..:.::..._""8'!..,___ _____ _ LEGEND ri7 @ I tern Complete Plan Check No. _8f""-'-""0--'-9,'--1/-'-?, ____ _ Project Address: .27.22 &com, M. Project Name: Ro~t=4 Aoo nae> Item Incomplete -Needi Your Action Field Check Date: ==-'------------1 , 2, 3 Number in circle indicates planchec~ B : number that deficiency was identified LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. 6. 7. 8. 9. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). Grading plans in plan check PE _____ _ Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. Right-of-Way Permit required for work in public (e.g., driveway approach, sidewalk, connection to etc). right-of-way water main, Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. • □ D □ □ □ □ □ FEES REQUIRED 10. Park-in-Lieu fees required. Quadrant=-~---' Fee Per Unit: __ ~ ___ , Total Fee:_--:._--:_-__ 11. Traffic impact fee required. b I "-~~~~ Fee Per Unit:_===-• Total Fee: ,._._,~_:....-F 12. Bridge and Thoroughfare fee required. ,, I, t?W~! Fee Per Unit: _____ , Total Fee: _?1.0~c,J!.J)JL~=-..c.....::...tr' 13. Public facilities fee required. 14. Facilities management fee required. Fee: ,nok '.! () 1 5 • Addi tiona I EDU' s required : --,,:21-eJnR'"""'"""'-=~=-ff<-""J/,._ ___ .,,...._ Sewer connection fee: -Sevil!r permit no. 1 6. Sewer la tera I required : --~--'-:.....c...;:_--=i-d""------- R EMA R KS: ____________________________ _ O.K. to issr:=2::S:~ ... Date: 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. t ,...., \,) "' .... "' 0 co "Cl "' 3' "' > "' c:: "' .... "' 0 co "Cl "' 3' .!!! > "' c:: "' .... "' 0 co "Cl "' 3' "' > "' c:: u u u c.. c.. c.. ? l o ~ Y'-1 , .... If --:)O'-' Y'--ovJL Co.. \ I Y'A..IL, C,\-t PLANNING CHECKLIST Plan Check No. ~ff0-9 / Ip Address 2."72-2. Sococ..(.,o Ln. Type of Project and Use Zone __ 'P-'---'C=------Use Allowed? YES _:j,.__ Rear !5 Setback: Front 2.0 Side 7' It:," 2 1 Zone 112~ Facilities Management t,_ :l-0.-le School District: Encinitas NO San Dieguito __ Carlsbad San Marcos L Discretionary Action Required Environmental Required Landscape Plan Required Comments Coastal Permit Required YES YES YES NO _l NO;i,_ NOX-_ YES NO_)(_ Type __ Additional Comments ------------------------ 91 F'l pj f Q'yY) {'7\t,,n::µA,,Q 0,a a:e:::r,...~---_________________ _ OK TO ISSUE _________ _ DATE --------- CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: __ Carlsbad Unified 6350 Yarrow Drive Ste. A Carlsbad, CA 92009 (438-5710) San Marcos Unified 270 West San Marcos San Marcos, CA 92069 Blvd. (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 Applicant: _,A._--'-c=~-=-vv_e.-,_L_L--______ APN: '!ILL-.sr.z -~ z Project Address: _d_"1_~_.;z_~_-'c-"o-'-~.:::.IC-'-o=--c:...=:.c.~_M;____:C-~ _________ f RESIDENTIAL: SQ. FT. of living area Rsa Number of dwelling units SQ. FT. of covered area -----SQ. FT. of garage area COMMERCIAL/ Prepared By INDU~Q-~ Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Gqv,ernment Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 --- Residential Comm/Indust I Final Map approval and construction started before (other school fees paid) Other Fee Levied: $ I 3,,z t; .. c,-c, based on y _.;,-,) sq. Fee Levied: $ based on sq. J ' a / ft.@ /, ,----~ j ft.@ AB 2926 and SB 201 fees are capped at $1.53 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial. 1986.