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1261 OAK AVE; ; CB880957; Permit
Z 0 I- 4 en Z UJ Ilrereby affirm that tha'ue a certificate of consent to' sett-insure. or a certificate of Workers Compensation In. surance.o, a certified copy thereof (Sec. 3800. Labor Code) POLICY NO, - COMPANY. — •', - 0 Copy is filed with the city 11., -r 0 Certified copy is hereby furnished :i' :'Lit , - - -. CERTIFICATE OF EXEMPTION FROM - () , "- ' WORKERS' COMPENSATION INSURANCE Y) -'.--. (This section need not be completed if the permit, - S ,is for one hundred dollars S1001 or less) 0 I certify that in Ina 'Performance 01 the work for which CC ',V this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compen' Laws ol-Calitornia. •i-". ,, ''-i NOTICE TO APPLICANT: It. alter making this Certiticare... "of Exemption, you should become subject to the Workers' Sr - 'Compensation provisions Or the Labor code, you mUsl forthwith comply with such provisions or this permit shall It, be deemed revoked. -------------------- 'r. '0 I hereby atlirm that there is a construction lending agency for the pertormanceot the work for which this per.UJ - 01 mit is issued (Sec. 3097; Civil Code),q ZI ' WI — Lenderis Name - - L Lender's Address_________________________________ 'USE'BALL . APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. P'a It m;w 2 r'i-D I I hereby affirm that I am licensed under U - provisions of Chapter 9 (commencing with.. I - Section 7000) of Division 3 o the Business and Professions Code, and my license is in - - L full force and effect. U - - - - -. '.-k I hereby affirm that I am exempt from the Contrac for's License 'Law for, tlre,toffowing, reason, )Sec. 7031.5 Business and Professions Code: Any city or county whicr, re- quires a permit to construct, alter, improve, demolish, or - repair any structure, prior to its issuance also requires the ap- plicant for such permit to file -a signed statement that he is licensed pursuant to the,provisions of the contractor's - License Law Chapter 9 commencing with Section 7000 of Division 30f the Business and Professions Code) or that is eu' k empf therefrom and the basis for the allegeo exemption, Any ._violatioe 01 Section 7031.5 by an applicaot.lor a permit sub' ects the applicant to a civil penalty of not more than live hun- dred dollars ($500). -. - II I, as owner of the property. or my employees with wages as their sole compevsatiso, will do the work, and the-struc' Viure is not intended or offered for sale (Sec. 7044: Business ..a and Professions Code: - The Contractor's License Law floes - 5 not apply to an owner 01 property who builds or improves thereon and who does such work himsell or through his own',' -. 'employees, provided that such improvements are not intend- let ed or offered for sale. II, however, the building or improve- Z - men[ is sold within one year of completion, the owner-builder - 39 will have the burden of proving that he did not build Or im- O - prove for the purpose of sale). II I, as owner 01 the property, am exclusively contracting - with licensed contractors to construct the project (Sec. 7044.. -- Business-and Professions Code: elIte Contractor's License - Law does not apply loan owner of property who builds or im- proves thereon, and who contracts for each projects with a - us -contractor(s) license pursuant to the Contractor's License Z , Law) I') As a homeowner lam improving my ho/ne, and the follow' 4 - ing conditions exist: .---', . .. v .,.,.,_ .. r. The work is being performed prior to sale. 2. 1 have lived - in my home ,tor twelve months,,, . prior to completion 01 thiS work. eu .3. I have not claimed this exemption during he - 'last three years. - - . , I 03 lam exempt under , Sec.'_' .8 & P.C.' - 1'lxr his reason - - -, . . . -• CARLSBAD BUILDING DEPARTMENT . APPLICATION & PERMIT - + ' - -- - , 2Q75 Las Palmas Dr.; Carlsbad, CA'92009-1915 (619) 438-1161 ' . , . '. ' . - - ' . _-. •' .108 ADDRESS AV. ST. RD. THOMAS BROS NO. - D TE OF APPLICA,1IONI BUSINESS LICENSE st VALUATION - PERMIT NUMBER /i/O,' %/é •'. ' a '. - = . - --:— - LOT I BLOCK ' SUBDIVISION ASSESSOR PARCEL NO. - CONTRACTOR - q 0 CONTRACTORS PHONE C ZONE 05 ° 0, OWNERS NAME ow ACTOR'S ADDRESS 'IjZ_Ar I STATE LICENSE NO. / BUILDING SO. FOOTAGE iz,o q OWNE R'S MAILING ADDRESS -.- OWN E A'S PHONE t.E 2-co t ft . c:A4'Z. (..S B Ai:: N ER - - - DES 03 NE R'S PHONE .. . DESCRIPTION OF WORK ER'S ADDRESS STATE LICENSE NO. 3406 12/02/88 0001 01 02 BlMnt 363.0 . F/P FLA EL V1 NO OCCGP EDU STORIES vD ND FIRE SPR t 410ENSUS TRACT PARKING SPACE' ' RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT - - ItTYPE - f'O,C LOAD - ' -- , , AREA ç''v.??'. C0NSJ!" tC . eD NO D ND 1" -% , ç' vD.D Not Valid Unless Machine Certified_, - — QTY. ' PLUMBING PERMIT -ISSUE .•j QTY. . MECHANICAL PERMIT ISSE © -. SUMMARY/ACCOUNT NUMBER — - -- EACH FiXTURE TRAP 7 D INSTALL FURN DUCTS dP TO 100.000 BUILOING PERMIT 001-810 08 0 7 " -EACH BUILDING SEWER''f-' - -. - OVER , SIGN PERMIT 001810-00-00-8221 - EACH WATER.HEATER AND/OR VENTS - 3V '- BOiLER/COMPRESSOR UP TO 3 HP ' ' -' - . ' . PLAN CHECK- - 001'810'00-00'8891- EACH GAS SYSTEM ,I TO 4 OUTLETS - , BOILER/COMPRESSOR 3-15 HP - TOTAL PLUMBING 001-810-00-00-8222 -- EACH GAS SYSTEM S OR MORE - , METAL FIREPLACE ' - ELECTRICAL 001-810-00-00-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE - . - • VENT FAN SINGLE DUCT - . - - .5'P MECHANICAL- - -'--- 001-810'00-00-8224 - - - '- - - EACH,ACU1/M BREAKER ' ' - " , . - MECH EXHAUST HOOD/DUCTS , ' MOBILEHOME ' 001-810'00-00-8225 — WATER SOFTNER " \ - ' . RELOCATION OF EA FURNACE/HEATER I ' , SOLAR 001-810-00-00-8226 -, EACH ROOF DRAIN (INSIDE)- , . ,, - DRYER VENT .-- . . ' . - - . STRONG MOTION - -- 880-519-92-33., TOTAL MECHANICAL L' - - _ - FIRE SPRINKLERS 001-810-00-00-8227 -- -T-O I ALuMBING:" - . . 4 - PUBLIC FACILITIES-FEE 320810-00-00-8740 BRIDGE FEE 360-810-00-00-8740 OTY. ' ELECTRICAL PERMIT --ISSUE QTY. MOBILE HOME SETUP - -- - PARK-IN-LIEU (AREA NEW CONST TA AMP.'SWI BKR ' - /t11- - ' - -- TIF - - 312-810'00'00'8835- - --- - - - - " 3 PH ' AWNING LA COSTA TIF 311-810-00-00-8835 EXIST BLDGE.A AMP/SWTBKR - GARAGE FMF -- - IIPH - - - -. - -: - 3 PH -LICENSE TAX 001-810-00-00-8162 ---'i--- '-- -- --- - REMODELALTLR PER CIRCUIT 4 CAR PORT -' - ''' - --- i MFF 880-519-92-57 TEMP POLE 200'AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) '• ' - -' - ' * - - . -- e ' .. - - ''- - . -, .cç-. ,:,CREDIT DEPOSIT, ''. TflTA1LECTRICAL ._:S OTAL.TOTALT. FEES PAYABLE , I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT' AND DO HEREBY Expiralion, Every parr/nit issued bylIne Building Official under lIne provisions olthis * AN OSHA p€:i IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE limitation and become null and void It the building or work 50" DEEP AND DEMOLITION OR CONSTRUCTION OF such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if authorized 1'th building or work auihoizedb such permit is Suspend, STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED:, TO COMPLY WITH ALL CITY. COUNT V AND STATE LAWS GOVERNING BUILDING CON- abandoned SI any timeafter Ihe work is 4,,. menced for a period :r80 days 4- - • ' KEEP HARMLESS THE CITY OF CARLSBAD AGAINST A STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. LL LIABI LITIES JUDGMENTS. COSTS ALSO AGREE TO SAVE INDEMNIIT -- APPLiCAN NATURE [j APPROVED BY - DATE - EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE ~WNERQ<cTOR ONE 0 GRANTING OF THIS PERMIT - L1 - TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL !2( MASONRY GUNITE OR GROUT SUB FRAME El FLOOR El CEILING SHEATHING 0 ROOF 0 SHEAR _______ FRAME ' (kt. EXTERIOR LATH 3 INSULATION INTERIOR LATH &DRYWALL PLUMBING 0 SEWER AND BL/CO 0 PL/CO UNDERGROUND 0 WASTE 0 WATER /57 TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL i 0 ELECTRIC UNDERGROUND El UFFER ROUGH ELECTRIC o ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL MECHANICAL 0 DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING \J( SPECIAL CONDITIONS 9S7 FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION REO. IF CHECKED 'J DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOL1S SPECIAL MASONRY PILES CAISSONS '2B (XO ' 3 1- - - .,. - --,---. •--' • .•-4'-• - •• , • . • 4t - DEVELOPMENT PROCESSING SERVICES DIVISION-. -: .. 2075 LAS PALMAS DRIVE * CARLSBAD, CA 92009-4859 ' ) - •" - (619) 438-1161 .' . •1 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill lnShaded AreiOnly • - JOB ADDRESS , PLAN ID NO. • "7 PARCEL NO. OWNER. 3Pc \j (t3 P%irb3Z- A- I 086107/25/88 000r 01 05 Hisc 181 00 OWNER'S • MAILING ADDRESS 2.. I oAkz. VALIDATION A A CITY /S3A-O ZIP 1'200 TEL 2i CONTRACTOR OWN oe 6 vi Li ESTMATED VALUATION —5T \ . CONTRACTOR'S MAI . . . LiS * . , ADD IF PLAN CHECK FEEING 001-810-00-00-8821 THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY ZIP TELL., . .. WILL BE FORFEITED. . : - ,• STATE BUSINESS LICENSE NO. LICENSE NO. SUBDIVISION LOT(S) LEGAL DESCRIPTION • . - - CHECK IF SUBMITTED: - • . . ...- - * 2 ENERGY CALCS El - 2 1987 ENERGY CALCS , - . . . • . -. ' FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK ,49, T1O1v' ôt - . 2 STRUCTURAL CALCS ,ç ,p 2 SOILS REPORTS , 2 SELF ADDRESSED ENVELOPES * -. ' DATE GIVEN! ' ... •. . -• •-••-• . SENT TO APPLICANT . DATE CONTACT PERSON 477 . '. . LA COSTA LETTER .• * ADDRESS /2-a / SCHOOL FEE FORM CITY 5Q7 ZIP OO ('TEL P &'E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APP(7SS7TURE - White - File 1 'DATE Yellow - Applicant - Pink- Finance * Gold - Assessor S 1 - • -. FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 88-0957 1 DATE: 14-5-89 PROJECT NAME: ADDRESS: 1261 Oak Avenue ,PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OFUNIT. Res. Addition . NUMBER OF UNITS: S CONTACT PERSON: Mr. Acjanza CONTACT TELEPHONE:-720-1411 Bldq, Enq, Pina, Fire. Water : I BY: NSPECTED W TE SPECTED 7/ APPROVED 'DISAPPROVED INSPECTED DATE BY: INSPECTED: S APPROVED ______ DISAPPROVED INSPECTED • DATE • BY: •_•• • • INSPECTED: APPROVED DISAPPROVED COMMENTS: S Rev. 1186 WHITE: Suspense. BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire 4*1 FINAL BUILDING: INSPECTION PLAN, CHECK NUMBER: 88-0957 DATE: 4-5-89 PROJECT NAME: ADDRESS: 1261 Oak Avenue PROJECT NO.: UNIT NUMBER: . PHASE NO.: TYPE OF UNIT: Res. Addition NUMBER OF UNITS: 0 CONTACT PERSON:_. Mi. Aqanza CQNTACTThLEPHÔNE: 720-14.11. .• — Bldq, Ena. Pina, Fire. Water . . . . . . INSPECTED DATE APR 1 1 1989 . BY: — INSPECTED: ___________ APPROVED DISAPPROVED ,INSPECTED DATE . .: . BY: .. _. INSPECTED: . APPROVED ______ DISAPPROVED ' r . . .. INSPECTED .. DATE BY: ._. INSPECTED: APPROVED DISAPPROVED cJ'! kcn Costa eaI Munldlpal Water DIstr;c COMMENTS: Fngi rleering Dpartmpnt 619) 438-3367 0 0 • I ... 0 ?.'s j. ••I •_. 0 • 00 0 5' Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire 1'VlV tV4 - *SV*VVVVVVV_ ,_ VVO%VV4VSV V S V FINAL BUILDING INSPECTION- V V V (LL4zIVEfl ?PYV.O 7 198 V PLAN CHECK NUMBER: 80957 DATE: 4589 PROJECT NAME: S ADDRESS: 1261 Oak Avenue V PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: Res.. Addition NUMBER OF UNITS: V V CONTACT PERSON: Mr. Aana S V V IV CONTACT TELEPHONE: 7201411 S V VVS S LUdq, En, Ping, Ffr& Water S S BY: INSPECTED: INSPECTED DATE APPROVED ______ DISAPPROVED V 'INSPECTED V DATE V BY: V V INSPECTED: VS APPROVED ______ DISAPPROVED INSPECTED DATE V S BY: V INSPECTED: ____________ "APPROVED ______ DISAPPROVED V V V •V COMMENTS: S S V V S S V S \VV S V •S 5 / V Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: FireS S V V FINAL BUILDING INSPECTION S.. PLAN CHECK-NUMBER: 88-0957 DATE: 14-5-89 PROJECT NAME: ADDRESS: 1261 Oak Avenue PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: Res. Addition ?NUMBER OF UNITS: CONTACT. PERSON: Mr. Aganze - CONTACT TELEPHONE: 7201411 L31dq, Eng, Ping. Fire, Water INSPECTED DATE APPROVED DISAPPROVED INSPECTED • . DATE BY: INSPECTED: •APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED • COMMENTS: • • 0 • •• Rev. 1/88 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire • p. S •• 0• ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560 1468 DATE: ' IAPPUNT -URII ION JURISDICTION: Corko CHECKER FILE COPY PLAN CHECK NO: 7 SET: CUPS DDESIGNER PROJECT ADDRESS: k. PROJECT NAME: A.00r,k-))()Je E 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 codeswhen minor deficien- cies identified -, are resolved and checked by building department staff. E The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. U The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. - The applicant's copy of the check list is enclosed for the jurisdiction to return to, the applicant contact person. The applicant's copy of the check list has been sent to: -4 Esgil staff did not advise the 'applicant contact person that plan check has been completed. U Esgil 'staff did adviseI yfh t the plan check, has been completed. Pe on cont,.ted: Date contacted: ',/'\ Telep1one #________________ REMARKS: , cQ r rA. ' Q ,, I rpoH S re-rcI Enclosures: ESGILcRPORATION " ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: io'J O EAPPLICANT URISD TION JURISDICTION: (rhd ECKER OFILE COPY PLAN CHECK -NO: - c1 SET: J.1 nuns flDESIGNER PROJECT ADDRESS: ) ( L PROJECT NAME: A ell%0 E 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 El with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. - The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. E1J 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: ON I 0 A (2• ZCQ Esgil staff didnot advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the-plan check has been completed. Person contacted:_______________________ Date contacted: Telephone #________________ REMARKS: By: e, Enclosures: ESGIL CORPORATION :1I) 7 CL Lae e4 a4a 4o T— w PrL , t1 QO r2 rL p lei r ______ pre) 1-3 r7L flCrP')r/. -Lc. - 1?r4 'c'i r-L.eed 4c 0;04r- e4Ot 4e, r 4k- (-Jjcrdn) 6 ?) Pz 0 k= prprrF Cr _l_t -4 LZ () 1-/ C- (ii S . - 32O7 ) er S ;;U-•e;4 cf1ra m4ir U(II d-oir, IO _____ er io tp P Id 9-O. ( C' Th '.sc'w r74010 Iri H1-be iti kf,b( 4ki b pc.kU 44a d ri ;,Q) (c (7 4 ° 'I 4(Jcd ) Pd &nl Is - _) i0fd, UR!SDICTION: Date Ii/io/ 'RO.JECT ADDRESS:I I (9a L_ :O:j,O2t.9?;-? ,ait'crk- C' C.t,1-(,ka4 6A PLAN CORRECTION SHEET '1an Check No. - 7 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 enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or Change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS ::.) Please make all cor:ectlens on the original tracings and submit two new sets of print., and any original plan acts that may have been returned to you by the Jurisdiction, to: ESIL CO'PC2f7iQJ 32O pg.idea P2 SocEO (A 2. To facilitate rechecking, please Identify, next to each circled Item, the sheet of the plans upon which each correction on this sheet h, been made and return this check sheet with the revised plans. 03 The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker 1 /1 Date 221 plan Peck completed By Ar;1p / /10 /S& CO2R EC TIQ c&Ic1c1 I I so" L_J - EWCOTUCTI OW ~5TEP (.. ) ICommon or box nails may be used except where otherwisç, stated.. :. 2Common or deformed shank.! k 3Common. 413eformed shank. .. S : .., .:... ) 5Nails spaced at 6 inches on center at edges. 12 inches at intermediate supports(10 inches at intermediate supports for floors), except 6 inches at all supports where spans are 48 inches or more. For nailing of plywood and particleboard diaphragms'and shear walls, refer to Section 2513 (c). Nails for wall sheathing may be common, box or casing. . 6Coirosion-resistant siding or casing nails conforming to the requirements of Section 2516 7Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. 8Corrosion-resistant roofing nails with 7/16-inch-diameter head and 11/2-inch length for 1/2. \ .1 inch sheathing and 13/4-inch length for 23/32-inch sheathing conforming to the require- ments of Section 2516 U) I. 9Corrosion-resistant staples with nominal 7/16-inch crown and 11/8-inch length for 1/2-inch sheathing and 11/2-inch length for 25/32-inch sheathing conforming to the requirements of Section 2516(j) I. CONNECTION S . . NAILING' 23. 2" planks . . 2-164 at each bearing 24. Plywood and particleboard:5 . S .Subfloor, roof and will sheathing (to framing): .._ . 1/2" and less --S • 642 19/32"-3/4 S .. 8d3 or 6d4 7/8"-l" ................ . 8d2 11/8% 11/4" : . 10d3 or8d4 Combination Subfloor-underlayment (to framing): -.. 3/4" and less ......................................644 S . 10d3 or8d4 25. Panel Siding (to framing): ................. . . . 1/2" or less 6d6 5/8" .. . .... . ..... 8d6 28. Fiberboard Sheathlng:7 1/2" .. . No. Ii ga.8 643 - No. 16ga.9 25/32" No. II ga.8 8d3 No. 16ga.9 .305 25-P. 25-0 UNIFORM BUILDING CODE TABLE NO. 25-P—ALLOWABLE SHEARS FOR WIND OR SEISMIC LOADING ON VERTICAL DIAPHRAGMS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY' VALUE 3184CM SIZE AND . . . -.SHEAR .- .................... . . .. . . -.y NAIL SPACING AROUND PERIMETER AND 6-INCH APPLICATION :: . . .. NAIL SIZE .. AT INTERMEDIATE POINTS. 4 8' No. ii gauge galvanized l252 ............ roofing nail I ½" long, 7A6" head 2 s" 8 . No.11 gauge galvanized : 175 roofing nail 1Y4" long, 'lie" head 'I-isersoara sheathing diaphragms shall not be used to brace concrete-or masonry waiIs 2The shear value may be 175 for Winch x 4-foot x 8-foot fiberboard nail-base shèathiñg. TABLE NO.25-0--NAILING SCHEDULE,1-., . .. .• . CONNECTION'- NAILING' I. Joist to sill orgirdertoenaiI . .. . S . . 3-8d Bridging to joist, toenail each end . 2-8d 1"x 6"subflooror less to eachjoist, face nail 284 Wider than 1"46'subflooctoeachjoist, face nail . 3-8d 5 2 subfloor to joist or girder blind and face nail 2-16d 6. Sole plate tojoist or blocking, face nail 16da1 I6"o.c. 7.Topplatéto stud. end nail 2-16d .8. Stud to sole plate. . S S - 4-8, toenail or 2-16d, end nail Double studs, face nail . 16d at 249.c. Doubled top plates, face nail :!l6dit 16'6.c. Ii. Top plates, laps and intersections, face nail . 2464 12.. Continuous header, two pieces S 164 at 16" o.c. along each edge I3.Ceiling joists to plate, toenail . 3-8d 14. Continuous header to stud, toenail I5:ceiiing joists, lips overpartitions,- face nail 316d 16. Ceiling joists to parallel rafters, face nail 3-164 17:-Raftertoplate, toenail i 3-8d IS. l" brace .to.each stud and plate, face- nail ..2-84: I" a 8" sheathing or less.to each bearing, face nail Wider than I" a 8" sheathing to each bearing,. face flail ..........'3-8d Built-up corner studs .. . !.. .. •.. ...... 164 at 24" .c. Built-up girder and beams 20d it 32" o. c. at top and bottom and staggered 2-20d at ends and at each splice (Continued) 304 1985 EDITION 25-0 E FOUJDG W= SPECIFTIM MA1A7ORY RJIR(IS SBWW BE D RPOI) ON PLAN OR CONTAIM WIMM JOB SPECIFICAnam DOflTS. MANDATORY XGY a)NVAnON 3MOUDMMUS OF TM STAIR OF CALIFORNIA (1) All heating, ventilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission. A two stage thermostat, which controls the supplementary heat on its second stage, shall be provided for heat pumps. Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in 24 hours. Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. All fan systems exhausting air to the outside shall be provided with backdraft dampers. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition. A vapor barrier is required in climate zone 1, 14, and 16. All manufactured windows and sliding glass doors shall meet the 1972 AI'SI air infiltration standards and shall be certified and labeled. (10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (U) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with 220-1406(d). Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. (3.5) Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. Insulation used shall comply with California Quality Standards. The insulation installer shall post a signed certificate. .. Section. 276.. Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 21., Part 2, Qiapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form EQi 3/5/86 ESGIL CORPORATION 9320 CHEsPE.KE DR.. SUITE 208 SAN DIEGO, CA 92 123 (619) 560- 1468 DATE: s, tqm APPLICANT JURISDICTION: CITY OF CARLSBAD DPLANECKER 0 FILE COPY PLAN CHECK NO: SET: ...(3 UPS fl DESIGNER PROJECT ADDRESS: JL PROJECT NAME: Ajaiza... W,-achp 4dd, The plans transmitted herewith have been corrected here necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified . are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 0 identified on the enclosed check list and should be corrected and resubmitted -for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. t )'. The applicant's copy of the check list has been sent to: - r- / Oa A le %z72 0.0 Al Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: . Telephone # REMARKS: BY: ESGIL CORPORATION 7/ ENCL: D The applicant's copy of the check list is enclosed for the jurisdiction to. return to the applicant contact person. I I ii PLA$N0: S-7 JURISDICTION: CITY OF CA.SMD TO: J,, ri J1 z4- FWOR AREA: '-s5 HKI: 101 RIARES: 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 law mandates that residential construction comply with Title 24 and the following model codes: 1985 USC (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 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 uo list when you submit the revised plans. PLAN COOMMOR SEEM CITY Of CARLSBAD slNca.E FAMILY AND DUPLEX DVELIJAGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: 7/e-/Ø -s e2 re1 Date initial plan check completed: By:__________ Applicant contact person: - Telephone:_ M11: PAGE Nmeam ARE wr IN SICE AS PAGES Haim no mm NING am=mcm W= DV1. List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 USC) Shàw 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." /1. 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 PROTECTION A. 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)). 1. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). IL. Plastic skylights shall not be installed j within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. (5. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. G Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleping rooms are on upper level.. Section 1210. L,oJr'PVce rrj b tAsed. . hetrc,,v,. 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., 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. - 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 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. j. 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. 3/. All sheets of plans must be signed by the I 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). 7. Provide a statement on the Title Sheet ofthe 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 / proposed building. Section 302(c). 12/16/87 2 C.- ROOMSIZES. LIGHT, VTh'rflhIICN AND GLAZING il. 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). area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in 21 Openable window area in habitable rooms must be -.-' 1/20 of-the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). At least 1/2 of the common 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).- 4 . 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). 27L No habitable room, other than a kitchen, shall / - be less than 7,0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is / a minimum of 7'6". Section 1207 (a). 2/. Show ceiling height for laundry rooms, / hallways, corridors, and bathrooms is a minimum of 7,011. Section 1207 (a). 21. Dimension on the plans the 30" clear width for / water closet compartments and 24" clearance in front of water closet. Section 511 (a). 2. Specify safety glazing for glazing in hazardous I locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. 3d'. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the I door and less than 60" above the walking -surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 3j. Glazing in shower and tub enclosures shall be I - tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5606 (d) 5. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum onenable heieht 24'. Section 1204. 3 A mezzanine is an intermediate floor and may / not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a I mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. )XITS. STAIRWAYS. AND RAIlINGS 3A. Floors above the second story shall have not ( less than 2 exits.. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section / 3303 (a). Required exit doorways shall be not less than L 36" in width and not less than 61 8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). 3/. Provide 36" high protective railing for f porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711. - 48. Show how guardrail connection details are ( adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 12/16/87 3 ee ba- 39. 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 6'6". C. Minimum width is 36". 44. All 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. C. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. 14. 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). 14. 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). Provide details of winding'stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 36 inches. £44. 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. 5. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). 6.1 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. 7. 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). 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 ( 3 foot 'setback from the property lines. Section 3306 (n). /0. 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). 51 Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ci c- * -J ROOFING Specify roof slope. si. Roof slope is not adequate for roof type / specified. Table 32-B; Section 3203 (h). Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 12/16/87 ' 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 (f) and Section 2511 (d)-6. Show roof drains and overflows. Section 3207. ol. Provide skylight details to show compliance / with Sections 3401 and 5207 or provide I.C.B.O. approval number. 61. Plastic skylights must be separated from each / other by at least 4 feet. Section 5207 (a) 6. 6b. Show attic ventilation. Minimum vent area is I 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 cave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRY Provide fireplace construction details or note I construction to be per attached fireplace standard drawing. Chapter 37. q1 . Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties and j9 wire in horizontal joints. 6. Show height and construction details of all I masonry walls. Chapter .24. 46. 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.. 7 • Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per, lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for damp proofing the 18. foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show, a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPOS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the, dwelling. Table 5-B, Section 503 (d). 7. All elements supporting floor above garage, f including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). 7&. Garages are not permitted to open into a room f used for sleeping purposes. Section 1104. 7. An occupcy separation is not required f an 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. 7. Show garage framing sections, size of header J 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. 7 Doors may open into the garage only if the / floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, / water heater, or other device, in the garage which may generate a flame or spark. UK Section 508, UPC Section 1310 (a). 7. Per soils report, note on the plan the soils ( classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). . The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: 12/16/87 . . . , 5 8. 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). 8. The soils report recommendations excavations be / reviewed by soils engineer. Note on the j foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report,. The utility trenches have been properly backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved plan." Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation I walls. Chapter 23. §15. If cut or fill slopes exist, show distance of I foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). 87 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. 8. Dimension foundation per U.B.C. Table 29A: Floors . Footing Supported* Stemwal 1 Width Depth Thickness 1 6" 12" 12" 6" 2 all 15" 18" 7" 3 10" 18" 24" 8" *Foundations may support a roof in addition tothe floors. Where only a roof is supported, use foundation for one floor. 89 Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). c4. Specify size, I.C.B.O. number and manufacturer / of power driven pins. Show edge and end distances and spacing. Section 302 (c). 94. If required by structural calculations, show I size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). 9/. If hold downs are required by calculations, / note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings. under all bearing walls and shear walls. Section 2907(b). 9. Show on the plans stepped footings for slopes I 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. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 8. Show minimum underfloor access of 18" x 24". Section 2516 (c). 94. 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. Specify that posts embedded in concrete shall I be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FRAMING 11. Show wall bracing. Every exterior wood stud f 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. ioA. Note cross bridging or blocking. Floor joists I 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. 12/16/87 6 &+ C4 be Show blockingr sa,nd ends and at supports of floor joists, ra.ftd trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 1d4. Show double joists. Floor joists shall be / doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 15. 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. 1(16. Show rafter ties. Rafter ties shall be spaced / not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h)4. Show rafter purlin braces to be not less than 1 45 degrees to the horizontal. Section 2517 (h) 5. 1(18. Show 1/2" minimum clearance between top plate I of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 109 Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. ee be-k'u) (). Show nailing will be in compliance with Table 25-Q. u. Show or note fire stops at the following f 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 wall; at all interconnections between concealed vertical and horizontal spaces such as occur at. soffits, drop ceilings and cove ceilings; C. In 'concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. 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. 112 Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 11.', 2 x 6 max. 20'. Table 25-R-3. l4. 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. l/L4. Note on A.I.T.C. Certificate of Compliance for / glued laminated wood members shall be given to I the building inspector prior to installation. Section 306 (f). llj. Detail all post-to-beam and post-to-footing ( connections and reference the detail to the plan. Section 2516 (m). 11/. Detail shear transfer connections, including / roof and floor diaphragms, to shear walls. Section 2513. L7. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, .3, K and Section 4713 (d)]. lL. Show 3" x 4" or 2" x 6" studs in first story f of three story building. Table 25-R-3. 119. Provide truss details and truss calculations I for this project. Specify truss identification numbers on the plans. 10- Provide roof framing plan and floor framing plan. Section 302 (c). 1 1. Provide framing sections through Section 302 (c). 1 2. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 1 3. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 14. Provide calculations for lateral loads, shear panels, shear transfer and related. Section ' 302 (b). INN 12/16/87 7 i. Show on the plans all structural requirements / developed in the structural calculations. I Section 302 (c). (See comments below or at end.) 124,. 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. 1.24. Individual concrete or masonry piers shall project at least 8 inches above exposed ground 1 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. 1il8. Show location of attic access with minimum size / 22" x 30". Section 3205. 4. Show draft separation for attic areas between / units in a duplex. Section 2516 (f). Specify plywood grade and panel identification index. Table 25-N. 131.. When roof pitch is less than 3:12, design ridge I as a beam. Section 2517 (h). 13A. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 6. 13. Cripple wall studs exceeding 4 feet in height I shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 44. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i). 15. Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). $6. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 47. Ridges, hips, and valleys shall be at least one I size larger than supported rafters. Section - 2517 (h) 3. 148. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). MEcANICAL (UNIFol MECHANICAL DE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical location and type of all heating and cooling appliances or systems. 1410. Show source of combustion air to furnace, per I Chapter 6, UMC. lLi1). 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 minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC. 4144. Furnace shall not be installed in any bedroom, I 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 706 UMC. - 145. Show I.C.B.O. approval number, for prefab I fireplace. 4. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. iI4. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. lZu. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic f furnace. Section 708 UMC. 1. Show details to comply with Section 709 for furnace under the floor, or Section -710 for roof or outside furnace. I ). Note on plan: Gas vents and non-combustible I piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. ll. Provide dryer vent to outside. UMC, Section 1 1903. 12/16/87 8 __(ØL ELEMRICAL )E) 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. "X7,6 -. 1 3. Show locatioh of all electrical receptacles. 154 Electrical receptacle locations and/or spacing is not adequate ip—a-11 oU "o-rice " ( 6e 5. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. (57. Note electrical system ground to be provided per NEC, Art. 250-81. P1XMBI1RG (UNIF1 PL1I1BING TOE) 154. Show water heater size, type and location on / plans. UPC, Section 1301. 14. 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. 16J). Fuel combustion water heater shall not be f installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309, 4lfl. Provide adequate barrier to protect water I heater from vehicle damage. UPC, Section 1310. 142. Show I and P valve on water heater and show I route of discharge line to exterior. UPC, Section 1007 (e). 13. Note on the plan that hose bibbs and lawn sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & Show shower stall can accommodate a 30" circle / and has a minimum floor area of 1,024 sq. in. UPC 909 (d). NOISE INSULATION (IIJPLk) I . Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. I 6. 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. 147. 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 2 Sep (XMscvAfl(I Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. The new regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. Section 1403(a)1, Title 24, states that Form CF-1R 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. 171. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. 17 . Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 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. 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. See additional corrections below or at end. CARLSMD S.F.D. & DUPLEX SUPPLEMENT 174. Energy conservation design should be for Zone I, 7 • See attached energy packages. ]/7. Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy). ( - 149. New residential units must be pre-plumbed for ( future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 14 . Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 141. 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). 1 2. Incorporate the waterproofing details, on the ( attached Policy 80-8, where interior living space occurs below grade at the masonry / wall(s). 1k3. Show on the Title Sheet on the plans, the I information required by the attached Developmental Services Sheet 112383. 63. All new residential buildings, including additions, require a soils report. Please submit two copies. 15. 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). 86 UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with IJBC Section 3203(e). fej 14 l7. City Ordinance 9792 requires two parking / spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. 188 Please see additional corrections, or remark, OR the fellewing page. , 4 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_________________ 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: 7/29/88 10 Datez g-/g-/- CITY OF CARLSBAD Bldg. Dept. Pre ared by: VALUATION AND PLAN CHECK FEE o Esgil PLAN CHECK NO. g57 BUILDING ADDRESS - _j/ ,'7a/- APPLICANT/CONTACT PHONE NO.________________ BUILDING OCCUPANCY DESIGNER PHONE______________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 300 66, I01 Ann) 1 • _____ _____ Air Conditionirt Commercial Residential Res. or Comm. Fire Sprinklers J Total Value Building Permit fee $ s 27c'o Plan Check Fee s $ I,p_ 70 COMMENTS: Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET ( OF__/ 12/87 ENGINEERING CHECKLIST a w S - LEGEND Date: 8 -2 S& Item Complete Plan Check No. 8BO957 Project Address: 1,261 0.,g*- 0 Item Incomplete - Needs Your Action Project Name: _Aoo,776A., 1,2,3 Number in circle Field Check Date: indicates plancheck By: . number that deficiency was identified LEGAL REQUIREMENTS . > > > Site Plan a) a) Provide a fully dimensioned site plan drawn to scale. Show: North D LI arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing LI El El and proposed slopes, driveway and percent (%) grade and drainage patterns.. S. fl 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading El El 5. 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: El El A. Grading plans signed. B. Grading permit issued. EJ/ El 17 C. Grading completed. El El D. Certification letter and compaction reports submitted. Er El El E. Grading inspected and permit signed off by City Inspector. O El 8. Right-of-Way' Permit required for work in public right-of-way ,(e.g., driveway approach, sidewalk, connection to water main, etc). r4( la El El 9. Industrial Waste Permit application required. To be filled out S completely and returned to Development Processing. FEES REQUIRED Park-in-Lieu fees required. ____ Quadrant: Fee Per Unit: Total Fee:--- Tra f Fee Per Unit: Total Fee: • 0 0 Bridge and' Thoroughfare fee required. Fee Per Unit: Total Fee: -AJ~Axz~j E1" El 0 13.1 Public facilities fee required El 14 Facilities management fee required Fee lJ E Additional EDU's required: ItO 02221J2 Sewer connection fee: Sewer j5ermit no. / f .0 Sewer lateral required: REMARKS 0. K. to is 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. 4) 4) 4) - .- .l- ( PLANNING CHECKLIST - - Plan Check No. (9&)9_57 Address /2/ O,j4 ,av1E . .! . Type of Project and Use SfD > > > 4) 4) 4) Zone R- / Use Allowed? YES A( NO - C4 rn Setback: Front OK Side O Rear 0k Facilities Management Zone School District: San Dieguito Encinitas Carlsbad K San Marcos ?f"JI1 fl Discretionary Action Required YES NO Type "fl fl Environmental Required YES NO 1K D Landscape Plan Required YES NO K' Comments fl Coastal Permit Required YES NO LII [] D Additional Comments OK TO ISSIJ DATE -.