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Home My WebLink About1260 OAK AVE; ; 87-685; Permita- 0 - - -7 - ' USE'BAa POINT PEN ONL&PRESS'HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. ") 0 I hr.by affirm that I am licensed under - provisions of Chapter 9 (commencing with I riSection 7000) of Division 3 of the Business and Professions Code, and my license Is in LfuII force and effect. U -- -I herebyattirm that i am exempt from the Contrac tOrs License Law,lor the following, reason (Sec. 7031.5. Business and Professions Cede: Any city or county whict' re quires a permit to CenStruCi. alter, improve, demolish. or repair any siruclure. prior toils issuance also requires the ap'- - r phcant for such permit to tile a signed statement that he is licensed pursuant to, the • provisions of the Contractor's - License Law (Chapter 9 commencing with Section' 7000 of Division 3 of the Business and.Protessions Code) on that is ex empt therefrom and the basis for the allgert exemption. Any - violation of Section 7031.5 by an applicant for a.permit Sub' ecis the applicant to civil penally of not more than live hun- dred dollars iSSOOl. 1, as owner 01 the property. or my employees with wages -as their sole compensation, will do-the work, and the struc- lure is nei'iOtended.Or offered for sale (Sec. 7044. ,Business and Professions Cede: 1110 Contractor's License Law does not apply to an owoer,ot property who builds or improves thereon and who does such work himSelt or through his Own 'employees, provided that such improvements are not intend' ' - 101 ed on offered for sale.',lI. however, the building or improve Z , meat is Sold within one year 01 completion, the owner-builder., will have the burden of proving that he did 001 build or im' prove Ion the purpose of sale). I I 'l.tas owner 01 the property, am exclusively contracting ,' with licensed contractors to construct the project (Sec. 7044, -Business and 'Professions Code: The Contractor's License - Law does not apply loan owner of property who builds on im-proves thereon, and who contracts for each projects with a U) - ' contracto((s( license pursuant to the Contractor's License Z - Law). - ----------- t.. I'] As a homeowner I am improving my home. and the 10110w" 4 • -,,.. ing conditions exist: - - - - - - The work is heing.pertermed prior to Lab. , I have lived in my home for twelve, months prior to completion of this work. W 3, I have not claimed this exemption during the 0 - , last three years. - - - - 0 I am exempt under Sec. BA P.C. ., • for this reason thereby affirm that I have a certificate 01 consent to selt'insure.,or a certificate 01 Workers' Compensation in. surance. era certified copy thereof (Sec. 3800. Labor Code) POLICY NO. . -- COMPANY D Copy is riled with the city* r• fin 0 Certified copy is hereby burnished uJ - - .--- -. - . ,. . '. I • ' . r CERTIFICATE OF EXEMPTION FROM Q . WORKERS' COMPENSATION INSURANCE CI) ,, (Thisuection need not be Completed it ,the permit cc "n is for one huvdred dollars ($100) or less) Ida-.. 0-I cerrity that in the performance 01 the work for which IX 0 this permit is issued. I shall not employ any person in any - manner so as to beceme.sub)ect to the Workers' Compen' "sation laws 01 California. •'-. - e_ .k TO APPLICANT: It. after making this Certificate of Exemption you Should become subject to the Workers'' ,Comyeosarion provisions 01 the Labor,Code:,you must' forthwith comply with such provisions or this permit Shall be-deemed-revoked. [ ,D I hereby affirm that there is a construction lending ac " 'agency for the pertormance 01 the work for which this perUJ '. 0) mit is issued (Sec— 3097.' Civil Code), 4! ZI A.,• 4 '._,P WI 'Lender's Name Lender's Address . - CARLSBAD BUILDING DEPARTMENT r , APPLICATION & PERMIT -2075 Las Palmas Dr.;' Carlsbad, CA'92009-1915 (619) 438-1161 " -- - ' , --v---- -- - - JOB ADDRESS • AV. ST. RD. THOMAS BROS NO. - 21/<,4 j'4' - DATE OF APPLICATIdON BUSINESS LICENSE ' - - VALUATION_ -- _______ ZONE - PERMIT eUMBR - LOT BLOCK SUBDIVISION ASSESSOR PARCEL NQ. /5 /YO-5 ' CONTRACTOR - ' , CONTRACTORS PHONE OWNER'S NAME' .'9 /1/j'4, AILING OWNERS PHONE CONTRACTOR'S ADDRESS STATE LICENSE NO. BUILDING SO. FOOTAGE ADDRESS DESIGNER O -,-1v DESIGNERS PHONE . - l004100'22 0101 02B1cSF'rnt 82278( - -Nor Valid Unless Machine Certilied,. - STOLES'. FIRE SPA k!CR .OóWOR 4?$•'Q__'DESIGNER'S ADDRESS STATE LICENSE NO. / /4'7 ' F/P FLRELEV.I ve No NO OCCGP EDU CENSUS TRACT PARKING SP RES UNITS GRADING PERMIT ISSUED 1 0 N . REDEVELOPMENT AREA . 'D N 'j ' ' . TYPE CpI1TI L/,V 0CC LOAD , -' , v 0 N OTY. ' PLUMBING PERMIT- ISSUE - - OTY. MECHANICAL PERMIT- ISSUE - -. -' - SUMMARY/ACCOUNT-NUMBER'- - -' - - EACH FIXTURE.TRAP . . - ALL FURN. DUCTS UP TO 100,000 BTU , BUILDING PERMIT O0l-810-0O-O0'8220 '7 F EACH BUILDING SEWER, --- - .gi OVER 100,000 BTU • , SIGN PERMIT 001-810-00-00-8221 -I. EACH WATER HEATER AND7ORVENT. ''- - - - BOILER/COMPRESSOR UP TO 3 HP '- - - - - PLAN CHECK -• - -'001-810-00-00-8891 .......L. EACH GAS SYSTEM ITO 4 OUTLETS . BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING ' 001-810-00-00-8222 ifl O - EACH GAS SYSTEMS OR MORE , - METAL FIREPLACE ELECTRICAL 001-810-00-00-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT - - -. -. - / , --'MECHANICAL - - - 001-810-00-00-8224 '— - EACH VACUUM BREAKER 00 - MECH EXHAUST HOOD/DUCTS , MOBILEHOME 001-810-00-00-8225 - WATER SOFTNER 5' • ' ' - RELOCATION OF EA FURNACE/HEATER - ' SOLAR ' 001'81000'00'8226 ' EACH ROOF DRAIN (INSIDE) -. - - . .. 7, DRYER VENT - -- . - - -• - - - 'STRONG MOTION.. . - -. .•880-519-92-33. TOTAL MECHANICAL ' --- - ' FIRE SPRINKLERS 001-810'00-00'8227 - TOIAL PLUMBING ' - : -PUBLIC'FACILITIES FEE' -32o.81o.0000:874o - ELECTRICAL PERMIT"ISSUE O - QTY. MO SETUP CleAMI E BRIDGEFEE --360-810-00-00-8740 OTY " -- PARK-IN-LIEUIAREA - ,NEW CONSTLAAMP'SWI81CR - CARPORT / "TIF______-312-810-00-00-8835 -00 - 1PH _fl_f ___t _3PH - _ AWNING ___?44R_1g88 LA COSTA TIE 311-810-00-00-8835 EXISTBLOGEAAMP/SWTBKR -.- , GARAGE _PAIr)- - FMF I,PH '--..--3PH --• ._-. ]'4URER - r Z; . LICENSETAX"-'-.001-81000-00-8162- _j - " ' REMOOEL'ALTtR PER CIRCUIT, ,-r -- -_\q_' _. . MEF -880-519-92-57 /.590 '•" - TEMP POLE 200'AMP -OC/ER'2OO AMPS 1 'y - . tEMP OCCUPANCY (30 DAYS) -, - * ' '9S!—':- - CREDIT DEPOSIT -3 YS TOTAL ELECTRIC _____3_ TOTAL, TOTAL-FEES-PAYABLE __ •- _-_ I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Exprration. Every perrrrt Issued by Building Official under theprovrsronsof this * AN OSHA PE:1 IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE ll expire by IrrnrtaIrOn and become null and void,It the building Or Work 50" DEEP AND DEMOLITION O CONSTRUCTION OF authorized by such permit is not commenced within 180 days from the date of such -DECLARATIONS ARE TRUE AND CORRECT AND) FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or it the building or , work authorized by such usnr STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: Cr0 COMPLY WITH ALL CITY. COLIN1Y AND STATE LAWS GOVERNING BUILDING CON- abandoned at any _'me1ertheworkiscommencedforaperrod01190days. . - 'STRUCTION. WHETHER SPECIFIED HEREIN'OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND . APPROVED BY - KEEP HARMLESS THE CITY OFCAFbLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLICANT )SI .UR OWNERD CONTRACTOR 0 . B -- - DATE EXPENSES WFBCH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE -- BY PHONE 4klg * GRANTING OF THIS PERMIT. — 0 a) a-0) C 0) -'3 TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME U FLOOR U CEILING SHEATHING ç'ROOF VI SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING U SEWER AND BL/CO U PL/CO UNDERGROUND U WASTE U WATER TOP OUT 0 WASTE U WATER TUB AND SHOWER PAN GAS TEST U WATER HEATER U SOLAR WATER ELECTRICAL ELECTRIC UNDERGROUND DUFFER ROUGH ELECTRIC j, -il. U ELECTRIC SERVICE 0 TEMPORARY U BONDING 0 POOL MECHANICAL DUCT & PLEM., U REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS SYSTEMS . V. . . CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL I I PLUMBING ELECTRICAL MECHANICAL GAS BUILDING \' SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES . .• - N' INSPECTIO REQ. IF CHECKED INSPECTORS APPROVAL DATE PRIOR TO FOUNDATION INSP 5 SOILS COMPLIANCE STRUCTURAL CONCRETE -. OVER 2000 PSI \-:'\•. PRESTRESSED . CONCRETE POST TENSIONED CONCRETE' .'. . FIELD WELDING HIGHSTREN&TH BOLl'S SPECIAL MASONRY - . S PILES CAISSS S '! 'S.-. • _____ ... _____ _________________________________________________ s ..'.. . DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 - - MISCELLANEOUS FEE RECEIPT Applicant Please Print Aiid Fill In Shaded Area Only ' JOB ADDRESS IZ(SO (04tc i CPL '4 PLAN ID NO ASSESSOR'S - - PARCEL NO OWNER AMAA/o ,44/,v OWNER'S - -. MAILING ADDRESS.'7 VI F814/ L 411/LC 4j. VALIDATION AREA CITY S 7 ZIP CA TEL - i-'h.so 088A 11/17 0101 OE;Mi 14S 00 CONTRACTOR I W,/& f C-tZ. ESTMATED VALUATION /i) v CONTRACTOR'S I MAILING ADDRESS / PLAN CHECK FEE 001-810-00-00-8821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES - CITY ZIP TEL. - WILL BE FORFEITED. - 5i2o • STATE BUSINESS LICENSE NO. -LICENSE NO. 4 4. 4 SUBDIVISION LOT(S) lcv_ ;sr J CHECK IF_SUBMITTED: LEGAL DESCRIPTION TCT _I_'1 - 2 ENERGY CALCS -•'--& L 2 1987 ENERGY CALCS - - FORNONRESIDENTIALBLDGS - - -. --- DESCRIPTION OF WORK _S!h',_F4ini y h_w - 2 STRUCTURAL CALCS S____-Li_4 k_ 2 SOILS REPORTS 2co 2 SELF ADDRESSED ENVELOPES - - DATE GIVEN/ SENT TO APPLICANT DATE CONTACT PERSON 4,'/4,iJ 0A LA COSTA LETTER ADDRESS /_4_A1_L,si, _- .. SCHOOL_FEEFORM _ - CITY \J S__ZIP ____TEL_ ' P & E CORRECTIONS LIST -- -- CERTIFICATE OF, OCCUPANCY APPLICANT'S SIGNATURE DATE White - Fite Yellow - Applicant Pink - Finance Gold - Assessor 0 - . . . CASHIERS VALIDATION (!titg of Tarlsbab * .0041 03/22 0101 04SrlitrI 1620 SEWER. PERMIT APPLICATION SEWER PERMIT NUMBER:SE APPLICANT-TO FILL IN SHADED AREA BUILDING PLAN CHECK NUMBER:PC IS 7 BUILDING TYPE: ._. . BUILDING '; NUMBER OF EDU'S: /V/V V3" . OWNER: CALCULATIONS: MAILING ADDRESS: I. ... - ./0 . . N L CONTRACTOR M 1988 MAILING ADDRESS: . . AID CITY ). - . CARL BAD, CA - LEGAL DESCRIPTION '6s 2L!S" CONNECTION FEE 1 - . '. COST PER UNIT ./ FYi - X NO. UNITS LATERAL CHARGE: '"- 4'i'-'' 1, . : TOTAL CHARGES: PREPARED BY: - ASSESSORS PARCEL NUMBER: — : . . • (PRINTED NAME) COMMENTS: . . . . . '. - -, .,., ,_-__.-• ..... -,_ - * b_ • .......-. * ,__ - * - -. CI TY OF CARLSBAD INSPEçTION REQUEST .PERNIT# CB870685 FOR 11/14/89 INSPECTOR AREA PD DESCRIPTION: 1975 SF SFD/484 SF GARAGE AND PLNCK# CB870685 191 SF PATIO/120 SF DECK 0CC GRP TYPE: SFD - CONSTR. TYPE NEW JOB ADDRESS: 1260 OAKAV STR: FL:' STE: APPLICANT: DANNA, ARNANDO PHONE: CONTRACTOR: PHONE: OWNER: PHONE: REMARKS: T2/RS/434-9714 INSPECTO ______________________ SPECIAL INSTRUCTIONS: TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ACT COMMENTS INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 092789 Final Combo NR PD PHASE NO.: S ' .4 . 5; . •FINAL..BUILDING.1NSPECTION 87 b PLAN CHECK NUMBER( 87- DATE: 9-26-89 PROiECT ADDR4 6O Oak .; .. . PROJECT NO.: UNIT NUMBEfl TYPE OF UNIT:' sfd . 0 NUMBER OF UNITS:. - CONTACT PERSON:___________________________________ CONTACT TELEPHONE . . 55 BLDG,ENG,UTIL,WATER I S DATE /fø APPROVED DISAPPROVED INSPECTED"' 'i BY: ____________________ INSPECTED: /27'-fo DATE APPROVED /'s1 . DISAPPROVED • . INSPECTED DATE BY: _______________________ INSPECTED: . .. APPROVED DISAPPROVED I COMMENTS: t/4y Of f i I. . 0 , Rev. 1186 . WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION 9-26-89 PLAN CHECK NUMBER: . . DATE: PROJECT NAME: ADDRESS 1260 Oak Ave PROJECT NO.: UNIT NUMBER: PHASE NO.: sfd TYPE OF UNIT:: NUMBER OF UNITS CONTACT..PERSON:.Unk . . . CONTACT TELEPHONE:_____________________________________________________________________ BtDG,NG,UTit,WATER ••. . . •: . . INSPECTED . •' BY: DATE . .: INSPECTED: /t./7 APPROVED DISAPPROVED ./' INSPECTED . DATE : . . 0• -BY: INSPECTED: . . APPROVED DISAPPROVED INSPECTED . . DATE BY: . . . INSPECTED:. . . APPROVED ______ DISAPPROVED COMMENTS \A/AteR — -. OF : . '•••. •• 0 : 0 • 0 . 0 • t. L1q - Kqc Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY UtIlitIes PINK Planning GOLD Fire ' FINAL 'BUILDING INSPECTION PLAN CHECK NUMBER: 87-685 ' ' DATE: ' 92689 If PROJECT NAME: ADDRESS: 1260 0ak.Avè PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: sfd , ' ' ,NUMBER OF UNITS: , CONTACT PERSON: Unk CONTACT TELEPHONE BLDG,ENG,UTIL,WATER BY: ..INSPECTED: INSPECTED DATE OCT 0 6 1989 APPROVED _____ DISAPPROVED INSPECTED ' DATE BY: ' 'INSPECTED: APPROVED ' DISAPPROVED -' INSPECTED ' ' DATE BY: ' ' ' , INSPECTED: ' ' . APPROVED , ' DISAPPROVED Crlsbdmunimpol Water W1131rict COMMENTS: Engineering Department 43-3367 ' 'I it H\Wf I Ji fl lU UL__._JL9 NtCtPALWATERDIS'TFCT Li Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION 87-685 . . .....9-26-89 PLAN CHECK NUMBER: . . ,. . . DATE: ____________________ PROJECT. NAME: . . .. ADDRESS: • 1260 Oak. Ave,, . . • • . PROJECT NO.: UNIT NUMBER: .. PHASE NO.: _________________• TYPE OF UNIT: Sfd • NUMBER OF UNITS: • . CONTACT PERSON: Uik • . . . . . CONTACT TELEPHONE: . •__• ._. . BLDG ,ENo,wrxL,wATR • : . . . . . . INSPECTED INSPECTED:_________ DATE BY: APPROVED ______ DISAPPROVED INSPECTED DATE . • . . . • • . • BY: . . • INSPECTED: ___________ APPROVED DISAPPROVED . INSPECTED •• DATE • • • . . . BY: .. INSPECTED: • • APPROVED DISAPPROVED • . COMMENTS: • • • • • .• Rev. 1/86 WHITE: Suspense BLUE:.Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: " "' DATE: PROJECT NAME: ADDRESS: 1260 Oak Ave PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT:' sfd NUMBER OF UNITS: ' CONTACT PERSON: ViAk _________________________________________________________ CONTACT TELEPHONE:________________________________________________________________________ BLDG, ENIL,WTER BY: INSPECTED: INSPECTED /J DATE. 7/ APPROVED DISAPPROVED INSPECTED - DATE BY: INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: - INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: Rev. 1186 WHITE: Suspense BLUE:Water. District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION 9320CHESAPEAKE DR. SUITE 208 SAN DIEGO,: CA 92123 (619)560.1468. DATE: : 3ka (S8 S DAPPLICANT JURISDICTION: G&2L1 B []FILE COPY PLAN CHECK NO: bv1CP6 SET: iLL— Dues ODESIGNER PROJECT ADDRESS: I 'ZCQO S PROJECT NAME: • fl The plans transmitted herewith -have been corrected where necessary and substantially,comply with the jurisdiction's building codes. To. C*s 13. P. The 'plans transmitted hcrowith 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 U identified on' the .enclosedcheck 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. . U 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 th-o—ahook_liot,has been sent to 44 '1(4 D, VV-Tpr CA. °o4- 1P 6~0 fl Esgil staff did-not advise the applicant contact person that plan check has been completed. . S Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone REMARKS &ji?.Co_2J3C11 piS __ ThYJ_C. _TyrprAj _crk _ooc.4A k1 ''1 0i4 'auo By:'__i. Enclosures :(-1)14" _*b_G*vi iO ESGIL CORPORATION .,.. 0 • S - ESGIL CORPORATION 9320CHESAPCKEDR SUTE2O8 2v SAN DIEGO, CA 92123 --- , I (619) 560-1468 DATE: " :CI AEPLILANT Y1JRISDICION JURISDICTION: CITY OF CARLSBAD PtNCTKER FILECOPY PLAN CHECK NO: 1 , SET: []UPS [)DESIGNER PROJECT ADDRESS:. (12.60 Or'.- AvNO PROJECT NAME.: N D 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 D with .the jurisdition"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. 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 list has been sent to: t1 c D4NP frp-- V\-r-• C 20eA- . . * Esgil 'staff did not advise the applicant contact person plan check has been completed. Esgil staff did advise, applicant that the plan check has been completed. Person contacted: that Date contacted: .S Telephone # 1. REMARKS: ENCL (T'Co LA T BY: _'J 'w\ . "p1. ESGIL CORPORATION . . . 1t2.3 '5; PLAN CHUM NO: 1-Cs -.:E- JURISDIICN: CITY OF. CMLSBAD TO: A 114- A4L-Y.) L4E \)trC 20gL. PROJECT ADORS:_____ (0 O H: R(&RKS: PLAN Q)RRION SEIM cm OF CARLSBAD SINE FAMILY AND DUPLEX INJELLINGS Date plans received by jurisdiction: D -il Q'7 Date plans received by Esgil Corporation: Date initial plan check completed: Applicant contact person: fliA Telephone: 05 Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 'UPC (eff. 3/30/87) ' 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To 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 olans. / NOTE: PAGE NMMMS ARE NOT IN SEQUENCE AS PAGES HAVING NO IMM NING QMCKIONS WZ DRLWI!). List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) / PLANS (T) 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. 2. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The 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). 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. 33t? 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). 7? Indicate distance from property, lines to proposed building. Section 302(c). Show on the title sheet all structures, pools, / walls, etc. included under. this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." 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. 0;01.4:QV t•fl :w d (I 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)). 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). Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Projections,, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material - if they project into the 3' setback 'area from the property line. Section 1710. 16. Show location of . permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or g, 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 7 $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. 12/16/87 . . . .2 ROOM SIZES. LI . VENrILAIION MW GLAZING i1 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 (including windows within 5 feet of tub or area and a minimum of 10 square feet per shower floor). Section 5406 (d) 5. 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)). 71. 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). Required windows shall not open into a roofed f 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). 24. Provide mechanical ventilation capable of providing five air changes per hour i n bathrooms, water closet compartments, aund rooms and similar rooms if required openable windows are not provided. Section 1205 (a). 141 3ft? Required exit doorways shall be not less than / 36" in width and not less than 6'8" in heiQht. and shall be capable of opening at least 90 degrees. Section 3304.(e). 3/. Show ceiling height for laundry rooms, 37 hallways, corridors, and bathrooms is a minimum porches, a conie , and open sides o stair Provide 36" high protective rail in for of 7'0". Section 1207 (a). landings. enings.between railing sha e less than 6". Section.1711. ,,2. Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in.' 38 Show how guardrail connection details are front of water closet. Section 511 (a). adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 29 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. () • 'Pr SY-\ S -yi D\-7c. i'o 0 C-. 12/16/87 3 Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least. 5.7 square feet with the minimum openable width 20". and the minimum openable height 24". Section 1204. 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 mezzanine floor and is, by Uniform Building Code definition, .a story. Section 1716. No habitable room, other than a kitchen, shall f be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is / a minimum of 71 6". Section 1207 (a). ais. STAIRWAYS. AND 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 and located no higher than immediately above the.second story. Section 3303 (a). 39' Provide stairway and landing details. Section 3306 (b) & (c). a. Maximum rise is 7" and minimum run is ll" 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". 40 All handrails per Section 3306 (j), shall satisfy the following: a 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. Every stairway landing shall have a dimension, f 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 /4. stairway provided the -top step is not more than. 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. 42( 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. ,J. Spiral stairways-may not be used for required - exits when the area served is greater than leoO sq. ft. Section 3306 (f). Left? Provide I.C.B.0. Research Report and number I - 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. X 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 belowit. An exit balcony with two separated stairways is exempt. Section 3306 (1). LØ' Exterior stairways shall not project into the I 3 foot setback from the property lines. Section 3306 (n). 50 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 (in). - yl'. Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFING YZ Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). ,51 Specify roof material and application. 7 chapter 32. 55. Specify I.C.B.0. or U.L. approval number -for roof materials not covered in U.B.C., e.g., ~tilel - etc. Section 107. "T e - - 12/16/87 • - 4 s/1 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. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylights must be separated from each 7 other by at least 4 feet. Section 5207 (a) 6. 62. 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 area provided. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS 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, " 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). 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. eciiori .)LU CJ. 75. MASONRY 63 Provide fireplace construction details or note,\ '-eenotruetioii to be per ittached_irep.ace standard drazing. Chaptor 17 -comply 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 and construction details of all f masonry walls. Chapter 24. Note that cleanout openings shall be provided I at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. 6~' 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. 6I Provide details for damp proofing the / foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). ) 2r , - ppj rE 'Cv 4l5 L B ' .,- 'OL' 2rCC-4.i 'LL4"), oQ'nJ)v1 U. V1) 12/16187 , ' ---- - 5 * -.Q'J\O 2. Ca Show garage framing sections, e-e-headmr 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 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, 1' water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a).' JJI I 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: 80. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 81. 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). 82. The soils report recommendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 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." 83. Show height of all foundation walls. Chapter 23. 84. Show height of retained earth on all foundation walls. Chapter 23. 85. If cut or fill slopes exist, show distance of foundation to' edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. 86. Note on plans that wood shall be 6" minimum above finish grade. Section.2907 (a). 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. Dimension foundation per U.B.C. Table 29A: Floors ' , . 'Footing Supported* Stenwall Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 87 Show foundation sills to •be pressure treated, 7 or equal. Section 2516 (c) 3... Show, foundation bolt size and spacing. / Section 2907 (f). 9J. Specify size; I.C.B.0. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). 92 If required by structural calculations, show size, imbedment and. location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). 7 If hold downs are note on plan that tied in place prior Section 305 (e) 1. Show adequate footings under all bearing walls 7 and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2907(c). 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. Show minimum underfloor access of.18" x 24". / Section -2516 (c). 9/ 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 7 be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FR Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 19( Note cross bridging or bloôking. Floor joists 1' 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. required by 'calculations, hold down anchors must be to foundation inspection. L) I L W'.Z L o-r i .s 13 y;- S' C V- 12/16/87 '. ' ' ' ' , ' ., 6 103 Show blocking at ends and at supports of floor / joists, rafters and trusses at exterior walls. Section 2517 (d) 3,2517 (h) 6. 10 . Show double joists. Floor joists shall be / doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 191. 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. 106 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 / 45 degrees to the horizontal. Section 2517 (h) 5. 19 Show 1/2" minimum clearance between top plate / of interior partitions and bottom chord, of trusses. (To ensure loading will be as designed). ip4". Show double top plate with minimum. 48" lap / splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. 1/_ Show or note fire stops at the following locations per Section 2516 (f): a. 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; 1"Show stud size and spacing'. Maximum allowable / stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 20'. Table 25-R-3. Studs supporting two floors, a roof and 7 ceiling must be 3 x 4 or 2' x 6 at 16" o.c. Table 25-R-3. l)( Note on A.I.T.C. Certificate of Compliance for 'glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). 115' Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). (i). Detail shear transfer connections, including roof and' floor diaphragms, to shear walls. Section 2513. 117 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)]. Show 3" x 4" or 2" x 6". studs in first story / of three story building. Table 25-R-3.. Provide truss details and truss calculations ' for this project. Specify truss identification numbers on the plans. Provide roof framing plan and floor framing plan. Section 302 (c). Provide framing sections through b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; Section 302 302 (c). ,U21( ,Specify all header sizes for opening .over 4' 'wide. Section 2517 •(g) 5. 123. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 'L 41P-5- 12 Provide calculations for, lateral loads, shear panels, shear transfer and related. Section 302 (b). Q~D CL.I-Z.\tt1 LOO JQ .' t,-,) y3 H6 r. ) v;-1-- hA ps-&) OP 2-1..tA C 0 0 . • A-1 L.'Fr ov. F12 jr (.i -ij r'c1 O7 "US) R rR--) LNr\ ZL L O Yap • \jJ\- '4ç" J•4\U - 4OU C- -' - L, 510 0i.4 -lS. 12/16/87 . .. . 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. 25. Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) Columns and posts located on concrete or V 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 on natural resistance to decay or treated wood is used. Section 2516 (c) 4. 12 Show location of attic access with minimum size 22" x 30". Section 3205.%- .—.--..--- , ryo Show draft separation for attic areas between / units in a duplex.. Section 2516 (f). Specify plywood grade and panel identification / index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less thaki 7 14" high, framing shall be solid blocking. Section 2517 (g) 4. J2I 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. 134 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (1). 135 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). 1 . Detail truss layout for 30'! x 30" attic access, I if required for equipment in the attic. i,i1. Ridges, hips, and valleys shall be at least one ( size larger than supported rafters. Section 2517 (h) 3. 138 In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). MECHANICAL (UNIFORM MEANICAL DE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 139 Show the size, location and type of all oe heating and cooling appliances or systems. P Show source of combustion air to furnace, per thaptex 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. 142 Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. 43 Note on plans,, "clearances to be per manufacturer's listing." Section 504, UMC. 144 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. lie . Show I.C.B.0. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Note that passageway to the attic furnace 2 shall be unobstructed and have continuous C solid flooring not less than 24 inches wide. Section 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 5 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. - Provide dryer vent to outside. UMC, Section 1903. C LZ \ GO Ti 0 i) 4r 2Q6 R-r fl'? -H C k Ot\J Ac . 12/16/87 • • . 8 - =CAL (RATIONAL EL1CAL (X)OR) All wiring shall comply with the National Electrical Code. 52 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. 15 . Show location of all electrical receptacles. 54 Electrical receptacle locations and/or spacing is not adequate in )L-Lc'W j°% 44 LL. !a7X. O2. 2Z7 EIW \T. Show at least one convenience outlet other than ' outlets for laundry, etc.,, outdoors, in garages and basements. NEC, Art. 210-52. 156. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen .sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. l$' Show shower stall can accommodate a 30" circle / and has 'a minimum floor area of 1,024 sq. in. UPC 909 (d). *ISE INSULATION (I]PLES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a. Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. 1frShow 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 STC of 50 between garage and living area if garage use is not controlled by resident., Title 25. ENERGY NSKVATION: PLEASE READ State regulations (California Admin. Code) require 157 Note electrical system ground to be provided that the design satisfy of the attached one per NEC, Art. 250-81. . alternative energy packages or submit calculations. The law also requires that many mandatory PI.UMBI1 (UMM PITh4BflE CODE) conservation items be satisfied. - '12 Show water heater size, type and location on 68 On the title sheet, of the plans, provide a i' plans. UPC, Section 1301. . summary of the design features for this /I . Show source for providing combustion air to project (i.e., R-values, glazing, shading devices, thermal mass, HVAC efficiencies, fuel burning water heater. If wall openings in etc.). an enclosure are used, at least one-half of therequired opening area shall extend into the Show on the plans the "R" value for the walls, upper twelve inches of the enclosure and one-floors, 9169 ceiling and related areas. half within the lower twelve' inches. UPC,Section 1307. Show double glazing as per Energy Design, on 160. Fuel' ômhii14nn Glazing Schedule. installed in bath o; bedroom or in a closet opening into bath or bedroom. ,UPC, Section 1309. Provide adequate barrier to protect. water heater from vehicle damage. UPC, Section 1310. 162 Show 'T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 63 Note on the plan that 'hose bibbs and lawn sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & 71 Show on the plan how shading requirements are 7 satisfied. 172 Show on the plans the thermal mass areas as Indicated ,in the energy documentation. 9 The plans are not in compliance with the energy .. Incorporate the waterproofing details, on the conservation compliance package selected or attached Policy 80-8, where interior living design calculations provided. Show on plans L space occurs below, grade at the masonry, conformance as follows: - . . . ) wall(s). ( 185 Show on the Title Sheet on the plans, the -4 ( information required by the attached 0u O'4. -\)S rO) COW 9LJ .G'>) Developmental Services Sheet 112383. 7 174. The glazing area on the plans exceeds that shown in the documentation or allowed in the package selected. Glazing area includes rough openings of .windows and the full size of french doors. 175 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 176. 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. CARLSBAD S.F.D. & DUPLEX SUPPLIM T 178 Energy conservation design should be for Zone 7 . See attached energy packages. Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy).. 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). 182 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). 183. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 14 18 . All new residential buildings,_including— a'ddition€, require a soils report. Please submit two copies. 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). UBC Adopting Ordinance 8792 requires Fire f Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). i4 City Ordinance 9792 requires two parking ' spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. 190 Please see additional corrections, or remarks, .o-the- f. ew±ngpge. 1G1.UJ, 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: ) G2C-Li ) Cccn (Z (?&) 12 3.'bRV\ t2.53 S \+ot.A J 1\) - ) ?YZi)L)' iz çPr J G- 0U11____77: L .SQ An, t' LOit).( Vr2.at) ,r L tc • ', 12/17 /87 - - , . • 10 Datei (146 CITY OF CARLSBAD Prepared by VALUATION AND PLAN CHECK FEE 'Bldg. Dept. C3 Esgil PLAN CHECK NO. I - 2 -r BUILDING ADDRESS -_('?.EO APPLICANT/CONTACT DP)y1)V- PHONE NO. iS- BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION ) - CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE t100 7 rflO 1 13 00 Air Cond1tionin Commercial Residential Res. or Comm. Fire_Sorinklers Total Value 4!J(4. Building Permit Fee $ M B 3 o Plan Check Fee $ 5O $ 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 LEGEND Date: C51 87' Item Complete Plan Check No. Project Address: 1260 OAKAv 0 Tr Incomplete - Needs Action Project Name:1NNq,'ce Field Check Date: 1,2,3 Number in circle indicates plancheck By: . number that deficiency * was identified CO CO 00 . . . LEGAL REQUIREMENTS > > > Site Plan ) W W Provide a fully dimensioned site plan drawn to scale. Show: North. E li! U • 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 U U and proposed slopes, driveway and percent (%) grade and drainage patterns. . fl 3. Provide legal description of property. U U . 4. Provide assessor's parcel number. PERMITS REQUIRED . Grading din , U 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: PM U U A. Grading plans signed. U U B. Grading permit issued. PEI El 17 C. Grading completed. . U U . D. Certification letter and compaction reports submitted. . U U E. Grading inspected and permit signed, off by City Inspector. cE5 E U • 8. Right-of-Way Permit required. for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). . U U , 9: Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. -4 41 II FEES REQUIRED V .10. V Park-in-Lieu fees required. V - Quadrant: -, Fee Pr Unit: T Total Fee: Traffic impact fee required. V Fee Per Unit: Total Fee: 0 Bridge and Thoroughfare fee required. Fee Per Unit: -. __, Total Fee: ______ V 13. Public facilities fee required. 14. Facilities management fee required. Fee: D V 15. Additional EDU's requird: V Sewer connection fee:7cyi Sewer permit no. 3/97 E 0 16. Sewer lateral required: VJ_iaQ REMARKS: V 0. K. to issue: 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. . . PLANNING CHECKLIST Plan Check No. 87-(s Address /260 OA /v . . . Type of Project and Use 3F0 Zone R- I Use Allowed? YES ?K NO r' cv Setback: Front OK Side CK, Rear' OK Facilities Management Zone School District: San Dieguito Encinitas Carlsbad San Marcos U U Discretionary Action Required YES ' NO $'...,, Type U fl fl Environmental Required YES NO Landscape Plan Required YES NO Comments 0 0 0 Coastal Permit Required YES NO U U Additional Comments TO ISS DATE 298 - . . 0011 9L (69d PAI9 loin flL / . U eJIToeoJ: .............- - . VlV ADJflcJ V LflOuuo4 .,.-•-.- - - lz_ /7 - - - - - - Ii:.:.:......... .:. = ii..: .....................-, --- -7 . ................... ........... -----.. Q/__ .w .•-•.- -. . ................. .. .... .- .. ..................- -- •-r .--. ••) j.. sQvd •-I"O. ------------------ ON Z ,x I/ S - - -: - - - 88-08-P TRAVES & ASSOCIATES Structural Engineering Services 9903 Business park Avenue Suite C 8 February, 1988 San Diego, California 92131 STRUCTURAL CALCULATIONS * ** *** **** ** *** ******** **** * * for Proposed SINGLE-FAMILY RESIDENCE to be located at 1260 Oak Avenue Carlsbad, CA 92008 (619) 549-6874 Rev 11/25/87 Client; Armado Danna 714 Franklin Lane #6 Vista, CA 92084 License expires 3/31/90 Owner: same TRAVES & ASSOCIATES StructUral Engineering Services 9903 Business park Avenue (619) 549.6874 Suite rev 11/16/87 San Diego, California 92131 GENERAL SPECIFICATIONS GLULAM BEAMS Douglas Fir Appearance: Industrial or Architectural Bending: 2400 psi Horizontal Shear: 165 psi Compression Perpendicular to grain: 385 psi (top and bottom) Modulus of Elasticity: 1,800,000 psi Use standard factory camber unless otherwise noted. Indicate camber direction (up. or down). REINFORCED MASONRY Designed in accordance with Reinforced Masonry Engineering Handbook 4th Edition by Jim Amrhein, and Concrete Masonry Manual. Masonry Grade 'N normal weight, all cells grouted, no inspection Use t stresses. Fb 250 psi and Fa 150 Psi. f'm=lSOO P5 n40 Grout 2000 psi (140 pçf) Mortar Type "S" 1800 psi STEEL Reinforcing Bars ASTM A615 For tilt-up structures use Grade 60 f 30 ksi For all footings and masonry walls us Grade40 f5= 20 ksi Structural Steel A-36 for shapes, plates and beams Pipe ASTM A501 (36 ksi) or ASTM A53, Types E or S or Grade B Concrete Use minimum 2000 psi. no inspection required. TRAVES & ASSOCIATES Structural Engineering Services 9903 Business park Avenue Suite. C San Diego, California 92131 ROOF AND FLOOR DIAPHRAGMS (619) 549.6874 Rev 11/25/87 TYPICAL ROOF OR FLOOR SHEATHING NOTES Reference: 1985 UBC Table 25-J1 ROOF LEVEL: Use 1/2" Structural. II, C-D or C-C plywood ********** Minimum panel index number 32/16, with 8d at 6" o.c. at supported edges and boundaries; and 12" 00c. in the field (unblocked 000.N.). FLOOR LEVEL: Use 5/8" Structural II, CD or CC plywood. ******** Minimum panel index number 32/16, with lOd at 6" o0c0 at supported edges and boundaries; and 10" o0c0 in the field (unblocked U0O0N)0 9903 Business park Avenue Suite C San Diego, California 92131 TRAVES & ASSOCIATES Structural Engineering Services SHEAR WALL SCHEDULE (619) 549-6874 Rev 11/25/87 SYMBOL SHEAR WALL MATERIAL 180 7/8" Portland cement plaster on expanded metal or woven wire lath,, unblocked, with #11 guage, 1½" long, 7/8" head nails or #16 guage staples, 7/8" legs at 6" o.c. It" 100 . Gypsum lath, plain or perforated, unblocked, #13 guage., 1-1/8" long, 19/64" head, plasterboard blued nail, 5" o.c. 100 ' ½" gypbd w/ 5d cooler or parker nails @ 7" o.c. ZL3 • 125 gypbd w/ 5d cooler or parker nails @ 4" o.c. 125 -1-2" gypbd w/ 5d cooler or parker nails @ 7" o.c. blocked 150 k" gypbd w/ Sd cooler or parker nails @ 4" o.c. blocked 175 5/8" gypbd w/ 6d cooler or parker nails @4"oc. blocked' ZL7 250 ' 5/8" gypbd type "X" base ply 6d cooler or parker nails @ 9"• o.c. Face ply w/ 8d cooler or parker nails @ 7" o.c. Stud wall shall be blocked. 276 3/8" ply Struc I 8d @ 6/12 432 3/8" ply Struc I 8d @ 4/12 552 3/8" ply Struc I 8d @ 3/12 ZL 732 378" ply. Struc I 8d @ 2/12 è 340 ½" ply Struc I lOd @ 6/12 510 ½" ply Struc I 10 @ 4112 L4\ 6.5 " ply Struc I lOd @ 3/12 * 870 ply Struc I lOd @ 2/12 *• All plywood shear panels must be blocked with' common Or galvanized box nails. Use 3x top and sill plate and 4x at all edges if plywood is used both sides. * Framing shall be 3x. or wider and nails shall be staggered where nails are spaced 2 o.c. and where lOd nails having penetration into framing ofmore than .1-5/8" are spaced 3" o.c. TRAVES & ASSOCIATES Structural Engineering Services 9903 Business park Avenue (619) 5496874 .-' ,•_ ,UIL '.1 San Diego, California 92131 SHEAR TRANSFER SCHEDULE Rev 11/25/87 SYMBOL SHEAR TOP PLATE CONNECTION: plf 16d nails A'35's 180 8" o0c. 40" oc. 100 16 64 100 16 64 125. 8 64 125 8 64 150 8 40 175 8 40 250 4 24 276 4 24 • 432 4 16 552 2 8 732 8 340 4 16 zL 510 2 8 665 8 L5. 870 8 NOTES: 1 For walls using same sheathing materials on both sides use One-half () allowable nail or A-35 spacing. 2. Sheathing h/b ratio limit is 2, except plywood which is limited to h/b of 35 For plywood carrying a unit shear greater than 900 pif, the ratio is limited to 2. TRAVES & ASSOCIATES Structural Engineering Services 9903 Business park Avenue (619) 549-6874 Suite San Diego, California 92131, SHEAR TRANSFER SCHEDULE Rev 11/25/87 Use this schedule for connection of sill plate to wood floor or to concrete/masonry. SYMBOL SHEAR TO WOOD FLOOR ' TO CONCRETE/MASONRY pif 16d nails @ ½" 0 5/8" 0 bolts 180 . 8" o.c.. 40" o.c. 48" O.C. 100 16 72 72 100 16 72 72 125 -.8 56 72 .125, 8 .. 56 72 150 8 48 56 L6.. 175 8 40. 48 LI 250 .4 . 24 32 276 '4 24 32 432 , 4 16 16 552 2 8 16 732 . 8 . 16 LL 340 '4 . 16. 24 .510 2. 8 16 665 8 16 870 ' 8 16 NOTES: . For gypb'oard on both sides, use ½ nail/bolt spacing. For plywood on both sides, see special schedule. • Anchor bolts require a minimum of 7" embedment. Refer to 1985 UBC Tables 24E, 25F, & 26G for bolt data. Refer to 1985 UBC Table 25G for nail data... . Refer to 1985 UBC Table 25K1 and 471 for shear wall values. Concrete is minimum '= 2000.psi TRAVES & ASSOCIATES Structural Engineering Services 9903 Business park Avenue ' (619) 549-6874 Suite C San Diego, California 92131 SHEAR TRANSFER SCHEDULE Rev 11/25/87 ,pecial Schedule' for Plywood on Both Sides 'Use 3X. top and bottom plate and 4X at all edges. SYMBOL SHEAR TOTAL SHEAR TO WOOD FLOOR TO CONCRETE/MASONRY/FLOOR plf 'plf 40d nails @ 5/8" 0 bolt 276 x '2= 552 4" o.c. 24" 432 ' 864 16 42 552 1104 ' 8 , 732 1464 8 ' 42 340 680 '4 16 510 ' : 1020 , ' ' 8 ' 665 1330 , 8 870 1740 ' 8 Refer to City of San Diego Building Newsletter 25-8 and 25o.90 TRAVES & ASSOCIATES PROJECT 2ANNA Structural Engineering Services SHEET NO. OF______________ 9903 Businesspark Avenue, Suite C DATE I U San Diego, California 92131 (619) 5494874 TRAVES & ASSOCIATES Structural Engineering Services SHEET NO. OF______________ 9903 Businesspark Avenue, Suite C DATE_F1,0312UPay VNIS San Diego, California 92131 (619) 5496874 S (c44r = ............................ J PLF oT I = c Vr -= srz_ \fo/ V - (/7) 14( oT I' (">' c,'-) - (444) • 71ZPLF : ....0 i(zz,) 9(241)2 CQ2F' 44 L' -(3+r)' 2PL NY' -) = TRAVES & ASSOCIATES PROJECT VDJJ QESIOó.JC Structural Engineering Services SHEET NO. OF______________ 9903 Business park Avenue, Suite C DATE _T roSAMUMPLY I San Diego, California 92131 (619) 5494874 - 31 o,- *2744 1 nz Rr Zr),I '— (,t) = 3q3 pzP 2714' () (94i4) Zz , 07: (vu) ' = /6V~ ' 2vcz - (3) 4ze flzr ' 1.................................................... 4 .c7 ...'.r 1.' 0..".2? 74 ............................ . - TRAVES & ASSOCIATES' 'Structural Engineering Services IJ1JR 12V ID•4r'JC SHEET NO. OF__________ 9903 Businesspark Avenue, Suite C - DATELI flQurV'f1 IP San Diego, California, 92131 (619) 549-6874 '1 J,iAA J lf)j AOI_. 7 I............. .. ............ ............... .ja............... . ......_, .. ZI g • S•o 8' ________ — — - — 7 I - I 7/0 s/ JYL 24' 'I ( - %_ - • .-Z'.-44. . - ..- ' - - H Soil Mechanics. Geology' Foundation Engineering 5751 Palmer Way • SuiteD • Carlsbad, California 92.008 (619) 438-3155 March 4, 1988 W.O. 825-SD MR. AND MRS. DANNA 714 Franklin Lane, Apt .1 6 Vista, California 92084 Subject Soils Survey, Proposed Residence and Garage, 1260 Oak Avenue, Carlsbad, California Dear Mr. and Mrs Danna The following report presents the findingsof our limited soil survey performed on the subject poperty The purpose of this survey was to identify the earth materials underlying the footings with respect to construction of a one-story, wood-frame structure with slab and grade, and toascertain allowable design Parameters as prescribed by the Uniform Building Code This survey included observation of footing excavations for the residence and detached garage Laboratory tests were not deemed necessary. The footing excavations had a depth of approximately 12 inches below undisturbed natural soils and exposed the, underlying soils and bearing material Los Angeles County Office: (818)785-2158 . Orange County Office: (714) 647-0277, MR. AND MRS. DANNA MARCH 4, 1988 W.O. 825-SD . 0 PAGE 2 SITE CONDITIONS At the time of our, site visit, the footings had been excavated for the residence and, detached garage. The footings averaged 12 to 15 inches into dense natural soils. The soils exposed in the footings, consist of dense silty sands. The footings were observed to be approximately 12 inches in depth below natural undisturbed soils, and were founded in dense silty and clayey sands. Footing width is 12 inches. The footing trench spoil had been placed below the slab areas.. RECOMMENDATIONS . Drainage . . Drainage from the roof and surrounding areas should, be. directed away from the building. , Foundations The soil on this site is classified as mediumdense, silty sands. Footings may be sized per Table 29-C of the Uniform Building Code. The allowable bearing value is .1,500 pounds per square foot. Footings should be reinforced with a minimum of two #4 steel reinforcing bars, one placed near the top, and one placed near the bottom of the footing. GeoSoUs, Inc. MR. AND MRS. DANNA MARCH 4, 1988 W.O. 825-SD PAGE 3 Floor Slabs Concrete slabs, where moisture condensation is undesirable, should be underlain with -a vapor barrier consisting of a minimum of six mil polyvinyl chloride or equivalent membrane with all laps sealed.' This membrane should be covered with a minimum of one inch of sand to -aid in uniform curing of the concrete. Concrete slabs, except in 'garage areas, should be reinforced with six inch by six inch, No. 10 by No. 10 welded wire mesh. All slab reinforcement should be supported to ensure proper positioning during placement of concrete. Garage slabs should be poured -separately from the, residence footings. A positive separation should be maintained with expansion joint material to permit relative movement. No specific presaturation is required, however, footing trenches and properly compacted soil at pad grade should be well moistened prior to pouring concrete-. •S - - - - - - Warranties •* The geotechnical'engineer has prepared this report in accordance with generally accepted engineering practices and makes no other warranties either expressed or implied as to the professional advice provided under the terms of the, agreement and included in this report. GeoSoils, Inc. MR. AND MRS. DANNA MARCH 4, 1988 W.O. 825-SD PAGE 4 Should you have questions regarding this report, please do not hesitate to, contact me. ,Very -truly yours, 4!:% GeoS CC No.-35007 C,RCE SOEOF C/ Principal Engineer CEL/Tfl1C xc (4) Addressee GeoSoils, Inc. CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. C7- ' 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 is.sued until the certification is signed by the appropriate school district and returned to, the City.of Carlsbad Building Department. SCHOOL 'DISTRICT: _____ Carlsbad Unified ' ' San Marcos Unified - 801 Pine Avenue - , •- 270 West, San Marcos Blvd. Carlsbad, CA 92008 (457-4985) ' San' Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School 189 Union Street 625 North Vulcan Encinitas, CA 92024 (944-4306)' Encinitas, CA 92024 (753-6491) -Project Applicant: iLl L)) 'APN: 16'6 - / 90 -St Project Address.: / 0 O,4,k'A' RESIDENTIAL: SQ. FT. of living area /9 7.. - Number of dwelling units - , SQ.' FT. of covered area SQ. FT. of garage area COMMERCIAL! INDUSTRIAL: SQ. FT. AREA _________ • • Prepared By S a0 Date 7 ----------------- : - FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement •Project is exempt from Government Code 53080 ' • Final Map approval and' construction started before September 1; 1986. (other school fees paid) Other Residential Fee Levied: ' $3(.So based on s . f t . @ . Comm/Indust Fee Levied: $ based on sq. ft.@ 'i\ A /)/a 1VD'is ál Title • ' Date AB 2926 and 'SB 201 fees are capped at $1.50 per square foot ,for residential. AB 29..26 is-capped at $.25 per square foot for commercial/industrial. CITY OF CARLSBAD DEVELOPMENT PROCESSING SERVICES 'S APPLICATION AND COST ESTIMATE OF S SANITARY SEWER LATERAL CONNECTION WORK ORDER NO.:__________ PART I - TO BE COMPLETED BY DPS SEWER LOCATION BUILDING PLAN CHECK NO 37—cc5 ADDRESS /20 OR A'f - APN /5-/9t' -S 3 LEGAL DESCRIPTION -. CONTACT PERSON iJOQ 04IJt3oo PHONE NO 91'/—?75cD - MINIMUM INCH ABS SEWER PIPE IN PLACE - NOT TO EXCEED $__________ 10 FEET DEEP AND 30 LINEAL FEET HORIZONTAL DISTANCE - ADDIITONAL CHARGES FOR ANY DISTANCE EXCEEDING 30 LINEAL FEET HORIZONTALLY FEET AT PER FOOT $__________ 5 - ADDITIONAL CHARGES FOR ANY DEPTH EXCEEDING 10 FEET FEET-.DEEP AT PER FOOT $ • ADDITIONAL CHARGES FOR PLUGGING EXISTING SEWER LATERAL $____________ TOTAL CHARGES FOR CONSTRUCTION ADDITIONAL CHARGES FOR CITY OF CARLSBAD SERVICES AT 50% OF • • S S ABOVE CHARGES S $____________ • TOTAL CHARGES S • S S $co ?O S 1911 ACT A.D. NO-.: DWG NO.: RECT.- NO.: BY • PART II - TO BE COMPLETED BY' UTILITIES DEPARTMENT. S • • FOR SEWER LOCATION S • Main Depth:_________ S Lateral Depth at Property':. DPD2 FORM DPD8 DATE SET: SIZE WORK DONE BY: - AMOUNT MATERIAL TOTAL Joints Pipe S Joints Pipe Joints Pipe S Joints Pipe Saddle : Bushing Stopper Couplers Tees El ls Boxes Skiploader Hrs @ $ per hour Truck Hrs. @ $ per hour. Backhoe Hrs. @'$ per. hour' •. Compressor • Hrs. @ $ per hour' : Labor Hrs for Mechanic, @ $ per hour S • Labor • Hrs. for Helper, • @ $ per hour • S SUBTOTAL' S S • % Overhead Expense S .S ' TOTAL • • 'Engineering Data: • S S ••