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Home My WebLink About1816 OAK AVE; ; CB880762; PermitAPPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS: 'CARLSBAD BUILDING DEPARTMENT ' .'APPLICATION & PERMIT---2O75 Las-Palmas Dr.r Carlsbad, CA 92009-1915 (619)438-1161 . JOBADDRESS - - AV. ST. AD, THOMAS BROS NO. DATE OF APPLICATION BUSINESS LICENSE A VALUATION PERMIT NUMBEA\ -'' ZO CADDRESS r '" .E ( - -------- SUBDIVISION ASSESOR ARCEL NO.. ud> . -ONTAACTOR - 'CONTRACTORS PHONE ZONE --,,'Q 7cr, '' OWNER'SPHONE c_ 7Z?5-165 CONTRACTOR'S ADDRESS STATE LICENSE NO. - BUILDING SO. FOOTAGE WORK OESNER DESNERSPHONE LET DESIGNER'S ADDRESS ' STATE LICENSE NO. 69520/16/89 0001 01 0 k- EldPmt— . F/P FLRELEV NO EDU VON0 CENSUSTRACT PARKINC'SPACE RES"lJNlTS - GRADING PERMITJSSUED REDEVELOPMENT ' 'TYPE j0CC LOAD 'FIRESPAAREAcory , - - ( •." ycY 0 •.,.Y.D ,N - v ND' Not Valid Un/ecs Machine err,'tied OTY - PLUMBING PERMIT ISSUEt OTY MECHANICAL PERMIT ISSUE SUMMARY/ACCOUNT NUMBER _-7 4 EACH FIXTURE TRAP -' INSTALL FURN DUCTS UP TO 100 000 BTU BUILDING PERMIT 001-810-00-00-822U '3-,EACH BUILDING SEWER - ' • • S - - OVER 100,000 BTU1 , SIGN PERMIT - 001-810-00-00-8221 - EACH WATER HEATER AND/OR VENT, '- —' • - . • -- BOILER/COMPRESSOR UP TO 3 HP ' - .. - - - PLAN CHECK - - -- 00181000'008891 • 1 •-4 '-' -' EACH GAS SYSTEM-] 104 OUTLETS - . ' BOILER/COMPRESSOR 3.15 HP - • , - TOTAL PLUMBING 00i-810'00-00'8222 ' • .57 EACH GAS SYSTEM 5 OR MORE - - METAL FIREPLACE - - - •,' ELECTRICAL 001-810-00-00-8223 EACH INSTAL., ALTER, REPAIR WATER PIPE . '- - - VENT FAN SINe jIi. S ''' -MECHANICAL — — • • 001-810-00-00-8224 EACH VACUUM BREAK'ERf • ' ' 's' "-' - 'MECH EXHA '1 . UCTS ' , . - - MOBILEHOME 001-810-00-00-8225 - ' WATER SOFTNERt' - -• ' ', - ' RELOCATIONOF EA FURNACE/E SOLAR - - 001-810-00-00-8226 - - -' EACH ROOF DRAIN (INSIDE)e- __""'- ,.,., 7T DRYERVENT _ -_-,-- -STRONG MOTION '.-80.'51992-33 -'-j-,'' _'• -u:,.,,, ,. - TOTAL MECHANICAL FIRE SPRINKLERS' 001-810-00-00-8227 ut' TO AL PLUMB IN (* 57 ' —_"s'_OtC PUBLICFACILITIES_FEE.O320_810_00_00_8740 Z3 0_0Z. OTY —ç_ELECTRICAL PERMIT___ISSUE ' QTY SETUP ç __j- b' 'ARK_IN_I1EU(AREAt' _I __•_-• - BRIDGE FEE ' 360-810-00-00-8740 'SNEW'CNSTEA'SAMP'SW1B'KR _7Ot).-, -,7 ,'-" CARPORT' _-•.--•1- • . TIF--• ___--.312-810-00-00-8835'. -'--0 - '' 'PN_- PH _:_'s_- ' AWNING _''.5,- •r' ,,J LA COSTA TIF b' 311-810-00-00-8835 - — EXIST BLDG EA AMP/SWT BKR GARAGE 'S"- _s- _('\ FMF ' "- ,___, ___-_'T' PH _,_3_____P ________3PH _LICENSE TAX -__- __rA 001_81000008162 — — — REMODEL__ALTER _PERCIRCUIT ___MFF _V-____8805199257 TEMP POLE 200 AMPS Ia 5-.- (_C' _. __7 '0OVER200 AMPS r TEMP OCCUPANCY (30 DAYS) ' . '.--• _.. ,.' -' '- - CREOITDEPOSIT€,817 TOTAL ELECTRICAL __I ' ,TOTAt -TOTAL PA - _.. .s,•, - - •-_i_/t9 — YABLE, AYABLE J - I HAVE CAREFULLY EXAMINED THE COMPLETED 'APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions otthis - - * AN OSHA PT IS REQUIRED FOR EXCAVATIONS OVER - CERTIFY UNDER P,ENALTY,,OF 'PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void It the building or It'rk c 50" DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE T1UE"AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit authorized or by such (the buildin permit is not commenced within 180 days from the date g or work auehorized by suCh permit is suspended or,.,,,STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY: COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned Stan_' ___salter the work is commenced for a period 01180 days. I,'' ' S - STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND - KEEP HARMLESS THE CFFV OF CARLSBAD AGAINST ALL LIABILFI]ES, JUDGMENTS. COSTS AND APPLA/'S GN URE OWNER 000NTRACTORS APPt9EDBY,7) ------- ., -. ,DAT,. EXPENSES WHICH-MAY-IN ANY GRANTING OF THIS PERMIT WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE, -/*L_Sqj I_[•\_ SE'BALL POINT 'PEN'ONLY'& PR(SS'HARD' c :o10 2 ;It C] -I hereby affirm that I am licensed under provieións,of Chapter. 9 (commencing w11h,. 'SctIon 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. U —,—' •— -. —.-- '-i' 'I hereby affirm that I am exempt from the Contrac' tot's License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re-quires a permit to construct, alter, improve, demolish. or - - __ repair any structure. prior to its issuance also requires !heap-.. plicam for such permit to tile a signed statement that he is licensed pursuant to the provisions Of the contractors License Law (Chapter 9 commencing with Section .7000 of - Division 301 the Business and Professions Code) or that is en' empl therefrom and the basis for the alleged eoemplion.Any violation 01 Section 7031.5 by an applicant for a permit syb -'_ jects [he-applicant to a civil penalty of not more than live hun' ' _ dred dollars (0500). I I' as owner, 01 'the popurty, or ry èirtployees with wages . as their sute compensation, will do the work, and the slroc' ,- tore is not intended or offered lor.sale (Sec. 7044.,Business - • and Professions Code: 'The Contractor's License Law 'does 5 not apply to-an owner 01 property who builds or improves ." thereon and who does such work himselt or through his owni4 employees, provided that such imp(ovemonts are not intend. U,odor offered for sale.'.11., however: the building or improve Z - intent is sold within one year of completion!the owuer'buildet will dave the blrden of proving that he did 001 build or'im- prone for the purpose 01 sale), - II'l,'as owner 01 the property, am exclusively contracting ,withlicensed contractors to construct the project (Sec. 7044Business,and Professions Code: ..The Contractor's Licenset Law does not 'apply loan owner 01 property who builds or im-proves thereon-and who contracts for each projects with acontractot)s) license parsoani to the Contractor's License I'] As a homeowner lam ImprovIrg my home ard the followIng coodltrons eoist: .1. The work is being'perlormed'prior In sale.2. I' have lived 'in-my home br 'twelve months prior tocomplelion of this work.3, I have out claimod this euemption dating 'thelast three.yoars... 0 'Iameoe'mpturderSec.' ' ' ' B& P.Ctot this reason hereby atlirm that have acertiticatoot consent to '5'x sell.insvre. or a cerrilicare 01 Workers' Compensation In''(suranCe.ora cerrilied copy thereol ISec. 3800. Labor Cedel POLICY NO. .Copy is liled withthe CitY,f DCettdcopysheebyl shed o -- - CERTIFICATE OF EXEMPTION-FROMC) WORKERS' COMPENSATION INSURANCEU) (This section need nor be completed it the permit- is far one hundred dollars l$taOl or less) r:...*u Icertity that in tee pertormance 01 the work br whichcc pormit is issued, I shalt not employ any person in any o manner so as to become subject to the Workers' Compen tionLansotCalitbrrfia. NOTICETOAPPLICANT:lI, abteTnaking this Certificateto? EoernptiOn. you should become subject tothe Workers'TCompensaliov provsiOnS 01 the Labor Code, you roust'5t0 thw thomplyw th such no so so th 5pe ml shall-vbe deemed revoked..%•. P Dt hereby altirm thurthere isaconsiructión lerding . agenCyter Ihe pertormance 01 thework to, which this per- 01 mit is issued (Sec. 3097, Civil Codelzi .-r UI I Lender's,Name Lender's Address TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME El F,LOOR El CEILING SHEATHING t /ROOF 0 SHEAR _______ FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING f SEWER AND BL/CO 2"-PL/CO UNDERGROUND 0 WASTE 0 WATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST 0 WATER HEATER 0 SOLAR WATER ELECTRICAL El ELECTRIC UNDERGROUND DUFFER ROUGH ELECTRIC 0 ELECTRIC SERVICE 0 TEMPORARY El BONDING 0 POOL MECHANICAL El DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS .. . VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL I -, PLUMBING ELECTRICAL MECHANICAL GAS "S BUILDING SPECIAL CONDITIONS 5'. FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES * INSPECTION REO. IF CHECKED INSPECTOR'S DATEAPPROVAL Li. Lc. -f/,z6 ' SOILS COMPLIANCE PRIOR TO FOUNDATION INSP s'• c-t? (. i STRUCTURAL CONCRETE OVER 2000 PSI - I CONCRETE PRESTRESSED 7./6 — CONCRET POST TENSIONED FIELD WELDING Pt I HIGH STRENGTH BOLTS SPECIAL MASONRY St ' : PILES CAISSONS -R .. 5. S N —s - - •--S -' -3-'½'-' -tIJ't -- 5 __•.,5_.••_-_ '.' 5 - -' S • ._ •5'.' - 5- •, ..• 5-- -.• ..... .-_••_l_ - - ' DEVELOPMENT PRfl(FSSIF'J( SERVICES DIVISION - - '- '2075 LAS PALMAS.DRIVE -. - - CARLSBAD, CA-92009-4859 . -. - '• - (619) 438-1161 - MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only . JOB . ADDRESS t7L i p, eve, -. . . ASSESSOR ' S N -. o. - 'O - - -7 , z:- 0039 06/14/88 0001 01 05 ,• OWNER . Mi - 73000 OWNER'S - . • MAILING '• - ADDRESS D'OX O'- - .- .. • • " ' . - VALIDATION AREA CITY ZIP WOS TEL liq S%5 ;' CONTRACTOR • 7; . ESTMATED VALUATION PLAP'CHECK FEE 00181000.00 I 7,30 CONTRACTOR'S . MAILING 'CDO ?O 1.041 ADDRESS F THE APPLICANT TAKES NO ACTION IN WILL E180 sSEPDLAN CHECK FEES -.• .'- - WITH - - - ZX) TEL.72q CITY ZIP S STATE BUSINESS - LICENSE NO. 7 LICENSE NO. SUBDIVISION LOT(S) LEGAL DESCRIPTION 5 .- - ' - CHECK IF SUBMITTED: * 2 ENERGY CALCS .. 2,1987 ENERGY CALCS - _- __-. • NON RESIDENTIAL BLDGS - __• •FOR __.- DESCRIPTIONOFWORK __•_-- 2 STRUCTURAL CALCS U SOILS REPORTS ' 2 SELF ADDRESSED ENVELOPES - ' - ' • -. DATE GIVEN/ • - DATE -SENT TO APPLICANT . CONTACT PERSON 4•_1iô''c'-- LA COSTA LETTER ADDRESS (_I SCHOOL FEE FORM CITY ZIP TEL P & E CORRECTIONS LIST - _ . / •5 _- _.- q -d .- CERTIFICATE OF OCCUPANCY4;4 I - '. APPLICANT'S SIGNATURE. . - - DATE - • :, -- - --S . ?.• - Wtite - File -• - -. Yellow- Applicant -• Pink - Finance '- - Gold : Assessor #' ... CITY OF CARLSBAD - INSPECTION REQUEST PERNIT# CB880762 FOR 12/13/89 INSPECTOR AREA NP DESCRIPTION: 3374 SF /686 SF GARAGE PLANCK# CB880762 SFD 3374 SF LIVING 0CC GRP TYPE: SFD CONSTR. TYPE NEW JOB ADDRESS: 1816 OAK AV - STR: FL: STE: APPLICANT: BROOKS WORTHING PHONE: 729-3965 CONTRACTOR: WORTHING B A INC PHONE: OWNER: PHONE: 1) REMARKS: T2/MH/PAT/729-3965 INSPECTOR SPECIAL INSTRUCTIONS: TOTAL TIME --RELATED PERMITS-- PERNIT# TYPE STATUS SE890060 SWRSD ISSUED CB890801 ELEC ISSUED CD LVL DESCRIPTION ACT COMMENTS 29 PL Final Plumbing - JL 49 ME FinalMechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 121189 Final Structural - -AP NP 121189 Final Plumbing CO NP - 121189 Final Electrical AP NP 121189 Final Mechanical CO NP 120789 Final Combo CO M 120789 Final Combo CO NP 101189 Exterior Lath/Drywall AP NP APPROVED ON 10-7-89 100689 Interior Lath/Drywall AP NP 100289 Exterior Lath/Drywall NR NP 092789 Frame/Steel/Bolting/Welding PA MP INT.SHEAR WALLS TO BE NAILED 092789 Sewer/Water Service AP NP 092789 Frame/Steel/Bolting/Welding PA NP INT SHEAR WALLS T/B NAILED 092789 Sewer/Water-Service AP NP - 092789 Rough/Ducts/Dampers. CO MP COMB AIR NEEDS T/B INCREASED 092189 Frame/Steel/Bolting/Welding PA JR . . :.. CASHIER'S VALIDATION 4_•_ SEWER PERMIT APPLICATION Development Processing Services Division 2075 Las Palmas Drive Carlsbad, CA 92009-4859 (619)438-1161 6952 05/16/89 0001 01 04 Sari itri .1250.00 APPLICANT TO FILL IN SHADED AREA BUILDING ADDRESS: OWNER: MAILING ADDRESS: lt'U .:/ I CONTRACTOR: /• A WC/.I L MAILING ADDRESS: LEGAL DESCRIPTION: SEWER PERMIT NUMBER: SE c 1cx-x) BUILDING PLAN CHECK NUMBER: PC BUILDING TYPE: NUMBER OF EDU'S: I () CALCULATIONS: I i. I ri CONNECTION FEE COST PER UNIT •12)() - x I-') UNITS- LATERAL CHARGE: TOTAL CHARGES: I2I ZJ "90 ASSESSORS'PARCEL NUMBER: 51& C) PREPARED BY: '_• d'J,7 / / /. it. (PRINTED NAME) COMMENTS: WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant FINAL BUILDING INSPECTION - PLAN CHECK NUMBER ** 88-762 1 2 3 2 34S DATE PROJECT NAME ADDRESS : :'. 186 Oai,. Avenue fcj . •. .. •f. PROJECT NO.:, _________________ UNIT NUMBER: . PHASE NO.:• 1>1 TYPE OF UNIT ___________ NUMBER OF UNITS:-- CONTACT PERSON Larry, CONTACT TELEPHONE 729-.3965 BLDG, FNG UTIL WATER INSPECTED',DATE BY __________________ INSPECTED t) f1 APPROVED DISAPPROVED INSPECTED DATE BY: . S INSPECTED: . . APPROVED DISAPPROVED INSPECTED DATE BY INSPECTED:,___________ APPROVED DISAPPROVED COMMENTS ui,ImES& J \ Marnteflc$ Dent yI 19-1 A p V p . .•• . . S 5 5 S5S 5 5 t 5'.. iS - 5 • Rev. 1/86...WHITE Suspense BLUE Water District GREEN Engineering4, CANARYi Utilities PINK Planning GOLD Fire \V 1. UDEC CAtL&iAD MUNICIPAL WATER OISTRICT ;pfr1 - i4 .CL4 FINAL.BUILDING INSPECTION PLAN CHECK NUMBER ±± 88-762 DATE 1-7-89 PROJECT NAME: ADDRESS 1816 Oak Avenue PROJECT NO UNIT NUMBER _________________ PHASE NO TYPE OF UNIT SFD NUMBER OF UNITS CONTACT PERSON Larry - .--, .'- CONTACT TELEPHONE 729-3965 - BLDG. ENG. UTIL WATER INSPECTED DATE . / DEC ' 41 989 • BY: • -INSPECTED: APPROVED _____ DISAPPROVED INSPECTED DATE BY _____________________ INSPECTED ___________ APPROVED DISAPPROVED •0 INSPECTED DATE BY INSPECTED APPROVED ______ DISAPPROVED Carlsbad, Municipal Water District : COMMENTS:Engineering De0a1miL (619)438-3367 S 4 (I •\ -. r', •• -• .'- ,- • Rev. 1186 WHITE Suspense BLUE Water District GREEN Engineering CANARY U't'ilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER *ft .88-762. DATE 12789 . PROJECT NAME: ADDRESS: . . 1816 OakAvetiue. :. . '• '. PROJECT NO.:-. UNIT NUMBER _________________ PHASE NO TYPE OF UNIT SFD NUMBER OF UNITS:, CONTACT PERSON: Larry, •• . .. ' S CONTACT TELEPHONE 729-3965 BLDG ENG UTIL WATER INSPECTED DATE BY: . INSPECTED: APPROVED ' DISAPPROVED INSPECTED DATE BY INSPECTED APPROVED DISAPPROVED INSPECTED DATE BY: • S INSPECTED: APPROVED' • DISAPPROVED • S. , ... . S..', •' •••,.•. '.0 : . . , '" •. '' , 5 5 5 5 5 0 ' 'S COMMENTS Rev. 1/86 WHITE: Suspense BLUE: Water District' GREEN:'Engine'ering CANARY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION--- 9320 CHESAPEAKE DR., SUITE 208 c- 1 SAN DIEGO, CA 92123 (619) 560-14,68 DATE: S URISDICTION JURISDICTION: C Y~4Y2 L-S 2)qQ OYLKN . CHECKER FILE COPY PLAN CHECK NO SET - EIDESIGNER PROJECT ADDRESS:..I ((c, Q_ _U( PROJECT NAME: •' ' The plans transmitted herewith have been corrected where t necessary and substantially comply with the jurisdiction's building codes. . E The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified- are resolved and' checked by building department staff. fi The plans transmitted herewith have significant-deficiencies identified on the encloed check list and should be. corrected and resubmitted for a complete recheck. Ej The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. ' fl The applicant's 'copy of' the check list is enclosed for 'the jurisdiction to return to the applicant contact person. fl.The applicant'scopy of the check list has been sent to: Esgil staff didnot advise the applicant contact, 'person that plan check has been completed. D- Esgil staff did advise applicant that the plan check has bee,n completed. Person contaöted:_______________________ Date contacted: Telephone #_________________ REMARKS: ' S • S By:..M L54r -t.,4_' Enclosures: (DPL4" S ESGIL CORPORATION S S DATE 3 UAPPLICAN1' 4-DI CT ION JURISDICTION CITY OF CARLSBAD 0L1_PHECKER 0 FILE COPY PLAN CHECK NO 92-on (,'Z- SET ED-UPS o DESIGNER PROJECT ADDRESS \t( PROJECT NAME 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 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 Esgi]. Corp until corrected plans are submitted for recheck O 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 FAI tad i. c7it.. 1 ) (. O 11 04-1 O'PLSASBREAD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform JURISDIC:CITY OF CARLSBAD 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 TO: oF3 1200 $ \A_)p \2.r44) 106r* - regulations enforced by the Building Inspection Department You may have other corrections based (D. 30. I 0 4 I on laws and ordinances by the Planning Department, Engineering Department or other departments. (r1'2L3AO 1 C1) ZoocB Present California law mandates that residential êCLCSU:(It) 1 ?>O construction comply with Title 24 and the following model codes: -. 1985 UBC (eff. '7/31187) 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 PLAN COMMON 'eir addressed i.e., plan sheet specification etc Be CITY OF CARLSBAD sure to enclose the marked up list when you submit SIN(LE FAI(rLY AND DUPIXX fMELL]]IS the revised plans Date plans received by jurisdiction Coll 412)S Date plans received,by Esgil Corporatibn: Date initial plan check completed: ... ' . _________By:' .• ' * . ' * Applicant contact person (fl00 QT41 10 Gr Telephone 129 32ja'5 ICTE PAGE Nmeom ARE wrr Ii sEjuI( AS PAGas Ham ND I BIG OcxI VERB DELI=. List No 63, Carlsbad Single Family Dwelling and Duplex With All Supplements (1985 UBC) PLANS Show on the title sheet all structures, pools, ' walls, etc. included under this application. please make all corrections on the original Any portion of the project shown on the site. 1 tracings and submit two new sets of prints, and plan that is not included with the building any original plan sets that may' have been permit application filed should be clearly returned to you by the jurisdiction, to: . identified as "not included." Esgil Corporation, 9320 Chesapeake. Drive, 3,L Clearly show if the lower level is a basement Suite #208, San Diego, California 92123, / or a story, based on the definitions in (619) 560-1468. Sections 403 and 420. Plot the finish grade (as defined) on the, elevations and dimension 2 Please make all corrections on the original . . the distance, to the floor above, for story. tracings and submit two new sets of prints, ' determination— and and any' original plan sets that may have been returned to you by' the jurisdiction, to: . . ' FIRE PROTECTION The jurisdiction's building. department. l7 Walls closer than 3 feet to property lines shall be one-hour rated construction, have no y. Indicate on the Title . Sheet of the plans, the openings, and shall have 30 inch parapets when 'name of the legal owner and name of person the building floor area exceeds 1,000 square responsible for the preparation of the plans. ' feet on any floor. Section 302(a)7. . ' (Table 5-A, Section 170,9 (a)). All sheets of plans must be signed by the , . . Projections, including eaves, may not extend person responsible for their preparation. ' . ' more than 12 inches into the 3' foot setback (California Business and Professions Code). ' . from the property line. Eaves over required windows shall be not less than 30 inches from Plans, specifications and calculations shall be . . the side and rear property. lines. Section signed , by the California state licensed 1710 and Section 504 (a) and (b). engineer or architect responsible for their preparation, for plans deviating from . Plastic skylights shall not be installed 'conventional wood frame construction. Specify ( within 8' of an exterior wall located where expiration date ' of license. (California . openings in such exterior wall are prohibited Business and Professions Code). or required to be protected. Section 5207 (a) 7. . Specify on the Title Sheet of the plans the j gross floor area of each element 'of this 1,. Projections, including eaves, shall be one- project including dwelling, garage, carport, . I hour fire-resistive construction, heavy timber patio, deck and balcony. Section 302(c). or of noncombustible material if they project 3 into the '' setback area from the property 3/ Provide a statement on the Title Sheet of the , ''line. Section 1710. plans that this project shall comply with Title ) 24 and 1985 UBC, UMC and UPC and 1.987 NEC. ' , ' 'Show location of permanently wired smoke detector, centrally located in corridor or Submit fully dimensioned 'plot plan drawn to area giving access to sleeping rooms or above scale showing location, size, and use o,f all ,' , stair 'if sleeping rooms are on upper level. existing and' proposed structures on the lot. - Section 1210. Identify property lines and show lot dimensions . and all easements. Show location of all cut or . 17. A smoke detector shall be installed in the fill slopes. Show finish floor elevations and basement of dwelling units having a stairway, show elevations ,of 'adjacent finish grade. which opens from' the basement into the Show drainage patterns with 'minimum slopes, dwelling. Such detector shall be connected to Section 302(c). ' ' = a sounding device or other detector to provide . ' • an alarm which will be audible in the sleeping 7. Indicate distance from ' property lines to, • area. Section 1210. proposed building. Section 302(c). / ' ' ' • . 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 (\)OT T1+ I Glazing, in the same wall plane as a door, must be safety glazing ' if within 12" of the 'door and, less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. tempered, , laminated or approved plastic Glazing in shower and tub enclosures shall be (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 3/ r (P'vth-1 3. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 squarefeet of floor area. Section 1207 (b). IV Window 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 tv1? 8t02) ftenable area in habitable rooms must be 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 coon wall must be open and have an opening not less than 25 sq. ft. !) nor one tenth of the floor area of the' interior N,( room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). 3/ 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%"opèn, and - - the porch abuts a street, yard'or, court. ' 3 Section 1205 (a). , ' ' 2 Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if requiredop e windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 710" in any dimension. 'Section 1207 (c). Show that ceiling height for habitable rooms is / a minimum of 71 6". Section 1207 (a). 3/ Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 71 0". Section 1207 (a). . 7 71 Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a).,. 29. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacentto walking surfaces. Section 5406. 22< 3,/ Sleeping rooms shall have a window or exterior I . door for emergency exit. Sill height shall not exceed 4411 abovethe' 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. TS, 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). Required exit doorways shall-be not less than ( ''36" in width and not less than 6'8" in height, and shall, be capable of opening at least 90 degrees. Section 3301 (e). 3/ Provide 36" 'high protective railing for' porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711. Show how guardrail connection details are I - adequate to support 20 pounds per lineal foot at a right angle tothe top rail. Table 23-B. "J7 OvY Yc2' 1RYt4 -rr 1 (')/O 1-r,- ---i 12/16/87 ' 3 39"Provide stairway and landing details. Section 3306 (b) & (c). 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. - Minimum headroom is6'6". Minimum width is 36" All handrails per Section 3306 (j),- shall 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. 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). - - -- 0'. 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). - - - 4/ 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. - I Maximum rise is 8 inches. Minimum width is 36 inches. - Provide spiral stairway -details, per SectiOn. ( 3306(f): a. Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are - the narrowest. b: Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches - The tread must- provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the - inner edge of the handrail. Spiral stairways may not be used for required / exits when the area served is greater than 400 sq. ft. Section 3306 (f). - £e9 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. 47' In buildings over 2 stories in height, provide I 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 balèony with two - separated stairways is exempt. Section 3306 (1-). zj. Exterior stairways shall not project into the ' 3 foot setback from -the property lines. Section 3306 (n). - The walls andsoffits of the enclosed usable I - space under interior - stairs shall be protected on the enclosed side as required -for one-hour fire-resistive construction. Section 3306 - (m). frf Within units, -show that corridors have a I minimum width of 36 inches. Section 3305 (b). OFING Y5. Specify roof -slope. Y.specified. Roof slope is not adequate for roof type Table 32-B; Section 3203 (h). 5fi{ Specify roof material and application. / chapter 32. 55 Specify I.C.B.0. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. -- (55)OU12 213 1JT 46i) Prv) Q-OQL ôr MC L4L L? ?i i- t3 ,O, 1•_ - C H-pri C To R C L TftT twrs \ C. 6 .ô1 c'o2-r 12/16/87 - - - 4 5&(' 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 1l4 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. 6/ Plastic skylights must be separated from each ' 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 e.ave vents or cornice vents. Show required area and area provided. Section 3205 (c). /6- NAS0NRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter37. 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 #9 wire in horizontal: joints. Show height and construction details of all / masonry walls. Chapter 24. 6/. 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. ,i. 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 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). 77< All elements supporting floor above garage, / including walls supporting floor joists, must I have one-hour fire-resistive protection on the garage side. Section 503 (b) 311. 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 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. /5. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maxim= 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). Ø. Provide an 18" raised platform for any FAU, / water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOUNDATION xuixaTS e78. 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). bending in wood ledgers is not permitted. . . 791 The foundation plan does not comply with the Section 2310 & 2312 (j)3A. J soils report recommendations for this project. 1 /1 Please review the report and modify design, f8. Provide details for damp proofing the / notes and details as required to show / .foundation walls, below finish grade, where. compliance: usable space exists on the interior side of the 9 - walls. Section 1707 (d). . c-:;flc 12. 3 INA \ D V LE 0 4' ' ftyv ID - QD .\ '\ Co 12/16/87 5 80. 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). 1.. 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, forinings 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 / walls. chapter 23. 8,5 If cut or fill slopes exist, show distance of 7 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). 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 thestreet gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. Dimension: foundation per U.B.C.-Table 29A: Floors Footing Supported* Stemwall Width Depth Thftkness 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. Show foundation sills to be pressure treated, / or equal. Section 2516 (c) 3. 9 Show foundation bolt size and spacing. I Section 2907 (f). Z. Specify size, I.C.B.0. number and manufacturer / of power driven pins. Show edge and end distances and spacing. Section 302.(c). 9/ If required by structural calculations, show / size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). If hold downs are required by calculations, 7 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). 95 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 2411 . / Section 2516 (c). X Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516(c) 6. l9. Specify that posts embedded in concrete shall / be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FRAMIM l9I 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. Note cross bridging or blocking. Floor joists / and rafters 12" or • more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. 12/16/87 • 6 loVShov 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. 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. 19t. 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. 191. Show rafter purlin braces to be not less than 1 45 degrees to the horizontal. Section 2517 (h) 5. loft<' Show 1/2" minimum clearance between top plate 7 of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). X Show double top plate with minimum 48" lap splice. -Section 2517 (g) 2. 1)4'. Show nailing win be, in compliance with Table 25-Q. 1)1'. Show or note fire stops at the following / locations per Section 2516 (f): In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls.under the stairs are unfinished; and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. ' 11 . Show stud size and spacing. Maximum allowable stud heights:, Bearing wall: 2 x4 and 2 x 6 max. 10.1 ; Non-bearing: 2 x 4 Max. 14', 2 x 6 max. 20'. Table 25-R-3. 7 1). 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. Note on A.I.T.C. Certificate of Compliance for 7 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). l '. Detail shear transfer connections, including ' roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear f walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 1., .3, K and Section 4713 (d)]. Show 3" x 4" or 2" x 6" studs in first story I of three story building. Table 25-R-3. 119 Provide truss details and truss calculations for . this project. Specify truss identification numbers on the plans. 120 Provide roof framing plan . and floor framing plan. Section 302 (c). 121. Provide framing sections through Section 302 (c). 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). . 7 l). Provide calculations for lateral loads, shear / panels, shear transfer and related. Section 302 (b). Q-)\ LrC- o p1 I3 't1 Z6Tcr coz( 12/16/87 . 7 12,S. Show on the plans all structural requirements I developed in the structural calculations. Section 302 (c). (See comments below or at end.) 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. l7. Individual concrete or masonry piers shall ( project at least 8 inches above exposed ground unless the colums or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516' (c) 4. Show location of attic access with minimum size / 22" x 30". Section 3205. Show draft separation for attic areas between' / units in a duplex. Section 2516 (f). Specify plywood grade and panel identification / index. Table 25-N. MEQIANICAL (UNIPOI )AN1CAL C)OE) All' heating, ventilating, 'and 'cooling systems and appliances shall ,comply with the Uniform Mechanical Code. Show the size, location and type of all " heating and cooling appliances or systems. /0. Show source of combustion air to, furnace, per Chapter 6, UMC. .('Every dwelling unit shall' be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3-feet above the floor in all habitable rooms. Show basis for' compliance. UBC, Sec. 1211. Show 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. Furnace shall not be. installed. in any bedroom, bathroom or in a closet ,or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. Show I.C.B.0. approval number for prefab -' fireplace. 1,46/Show access to the attic or underfloor furnace to b,e minimum 30 inches by 30 inches. Section 7,08 & 709 UMC. Note that passageway to the attic furnace shall ,be unobstructed and have continuous 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 7. furnace under the floor, or Section 710 for roof or outside furnace. 1) Not 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. vent to outside. UMC, Section When roof pitch is less than 3:12, design ridge ( as a beam. Section 2517 (h). Y132 If foundation cripple wall studs are less' 'than 14" high, framing shall 'be solid blocking. Section 2517 (g) 4. 1 '. Cripple wall studs exceeding 4 feet in height / shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. / Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i). 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, / ,f required for equipment in the attic. 137 Ridges, hips, and valleys shall be at least one / size larger than supported'rafters. Section 2517 (h) 3. 1)1 In open' beam construction, provide strap ties 15 . Provide dryer across the beams at the ridge support. Section ' ' 1903. 2501 (b) 12/16/87 ' , 8 ..1CAL (KAfl0AL EUDCMICAL CODE)' l)' Show shower stall can accommodate a 30" circle 7 and has a minimum floor area of' 1,024 sq. in. All wiring shall comply with the National Electrical ': UPC 909 (d). Code. / NOISE JI,II0 (rJPL) Show on the plan the amperage of the electrical / 7 service, the location of the service panel and ,. ' 1,frs. Show details of duplex common. (party) walls the location of any sub-panels. ' ./.. and floor/ceiling assemblies to achieve a / Sound Transmission Class. (STC) rating in walls Show location of all electrical receptacles of 50 decibels and an Impact Insulation Class / (IIC) rating on floor/ceiling of 50 decibels i$. Electrical receptacle locations and/or spacing ' ,. ''Title 25. is not adequate in ,,, ' . 3,66. '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 ],t5 Show at least one convenience outlet other than transmission rating Title 25 / outlets for laundry, etc., outdoors, in garages / and basements. NEC, Art: 210-52. ' .. '' )67. Provide insulation in walls and ceiling to ./' achieve STC of 50 between garage 'and living 15 Note convenience outlets in.bathrooms, kitchen area if garage use is not controlled by counter top(s), within. 6 feet of, the kitchen ' resident. 'Title 25. W outdoors, an in ages an emen s ' 'W than for laundry and similar equipment)' ENERGY saxvArIO:. PLEASE READ shall be GFI protected. NEC, Art. ,210-8.C,1(sCj ' State regulations (California Admin. Code) require 157 Note electrical system ground to. be provided , that the design satisfy one of the attached per NEC,.Art. 250-81. ' 'alternative energy packages 'or submit calculations. ,The law also requires that many mandatory PLLNBINO (UNIF04 PUNBThG (X)OE) ' conservation items be satisfied. 11. Show water heater size, type and locatiOn. on , lfr1i On the title sheet of the plans, provide a , plans. UPC, Section 1301. . ' / summary of the design features for this I project (i.e., R-values, glazing, shading 'l9. Show source for providing combustion air to .., devices,' thermal mass, HVAC efficiencies, fuel burning water heater. If wall openings-in ' '. etc.). ' an enclosure are used, at least one-half of the required opening area shall extend into the,. 1. Show on the plans the "R" value for the walls, upper twelve inches of the'enclosure and one- . './ ' floors, ceiling and related areas. half within the 'lower twelve inches., UPC, Section 1307 1) Show double glazing as per Energy Design, on / Glazing Schedule. 167. Fuel combustion. water heater shall not be f .installed in bath or bedroom or in a closet ' . 174; .Show on the plan how shading requirements are opening into bath or 'bedroom. UPC, Section .. f satisfied. 1309. 17,1. Show on the plans the thermal mass areas as 1st. 'Provide adequate barrier to protect water . / indicated in the energy documentation. ' heater from vehicle damage. UPC, Section 1310. . 6 Show I and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). . Note on the plan that hose bibbs and lawn / sprinkler system shall have approved backf low.. prevention devices. UPC, Section 1003(h) & (i) /,7-The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans 'conformance as follows: - 17 . The glazing area on the plans exceeds that / shown in the documentation orallowed in the package selected. Glazing area includes rough openings of windows and the full size of french doors. 115. Specify on the building plans all of the / mandatory energy conservation requirements as - listed on the enclosure titled, "Mandatory / Energy Conservation Requirements", 146. Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds / 45,000 BTU/Hr. 1/7. 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 &JPPLIR 17/. Energy conservation design should be for Zone / 7 • See attached energy packages. 174. Floor drains must have auto-prime (city / policy). l. Note exhaust fans- cannot be ductless type (city / policy). 7 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). 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). All piping for present or future solar water / heating must be insulated when in areas that are not heated or cooled, by mechanical means (city policy). Incorporate the waterproofing details, on the / attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show -on the Title Sheet on the plans, the / information required . by the attached Developmental Services. Sheet 112383., All new '-residential buildings, including / additions, require a soils report. Please ( submit two copies. 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 c aceptable if shown on the plans. (city. policy). UBC Adopting Ordinance 8792 requires Fire / Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section )203(e). City Ordinance 9792 requires two parking spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. 1,ø(P1ease see' additional corrections, or remarks, ./ on the following page. The City' of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any uestions regarding these plan check items, e , t______________ at Esgil - Corporation--.---If you -have any questions regarding City Building ,.permit procedures, please contact Caiter Darnell at the City of Carlsbad, 1200 Elm -Avenue, telephone 619/438-1161. Thank you. Enclosures: - Who May Prepare Plans Provisions of Assemblyman Condit's bill AB 2313 were amended into SB 790, authored by Senator John Seymour, which has been signed into law and became effective January 1, 1986. (Chapter 1327, Statutes of 1985). - This measure contains two important items: First, it cleared up a long-standing conflict between the Architects Act and the Engi- neers Act in which one act allowed plans to bq prepared by certain individuals, while the other act did not permit this. The two acts are now the same. The second important item from the bill limits the architectural or engineering services that an unlicénséd person• may perform. The following excerpt from the bill addresses the exceptions to the requirement that a licensed civil engineer or architect must sign plans. Section 6737.1 of the Business and Profession Code is amended to read as follows: Section 6737.1 (a) This chapter does not prohibit any person from preparing plans, I drawings or soecifications for any of the fnllnwinp! Single-family dwellings Of woodframe construction not more than two stories and basement in height. Multiple dwellings containing not more than four dwelling units of wood-frame construction not more than two stories and basement in height. However, this paragraph shall hot be construed as allowing an unlicensed person to design multiple clusters of up to four dwelling units each to form apartment or condominium complexes where the total ex- ceeds four units on any lawfully divide lot. Garages or other structures appurtenant to buildings de- scribed under, subdivision () of wood-frame construction not more than two stories and basement in height. Agricultural and ranch buildings of wood-frame Construc- tion, unless the building official having jurisdiction deems that an undue risk to the public health safety and welfare is 'involved. (b) If any portion of any structure exempted by this section deviates from conventional framing, requirements for wood-frame con- struction found in-Chapter 25, of the 1985 ,edition of the Uni- form ) form Building Code or tables of limitation for woodframe \ construction as defined by the applicable building code duly adopted by the local jurisdiction or the state, the building • official having jurisdiction shall require the preparation of . / plans, drawings, specifications or calculations for that potion by, or under, the direct supervision of .a licensed architect or registered engineer. Thedocuments for that portion shall b'tr ) the stamp and signatures of the licensee who is responsible 'for ç' their preparation. • . • Date Prepared. byi CITY OF CARLSBAD Bldg. Dept. IVA VALUATION AND PLAN CHECK F Z E3 Esgil PLAN CHECK NO BUILDING ADDRESS 3k (, C) Yx? APPLICANT/CONTACT 2c(fzi'u, PHONE NO. _1- * BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION I'J CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE LX- CC.0O3 00 Air Conditioninz Commercial Residential Res. or Comm. Fire Srinklers Total Value C3 (42 Building Permit Fee $ Plan Check Fee S e1 CON MCNTS: 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 S LEGEND ••. Date —3c)88 Item Complete Plan Check No. '8J762 Project Address:.' J8/o ö , : Incomplete - Needs Your Action' Project Name:5F0 Field Check Date:'. . ; , 1,2,3 NUmber in circle . -, indicates plancheck By: number that deficiency -• . . was-identified LEGAL REQUIREMENTS > * > > . Site-Plan' 1. Provide ,a fully dimensioned site plan drawn to scale. Show: North arrow, property. lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 1 / 2. Show on Site Plan:. Finish floor elevations, elevations of. finish grade adjacent to building, existing topographical lines, existing 11 [J [j •'. and proposed. slop s, driveway and .percent (%):grade and drainage patterns ? S/ 3.çProvide.legal descriptiOn of pràperty. .. . - 'ER/ J" s" Provide assessor's parcel number PERMITS- REQUIRED; Grading Grading permit required.. (Separate submittal to Engineering Department required for .Grading Permit). ' Grading plans in plan check PE 7 Need the following completed prior to building permit issuance A. Grading plans.signed. B Grading permit issued - 7j) •" . ' .C. Grading completed. D. Certification letter and compaction reports submitted. E.' Grading inspected' and permitsigned off by City Inspector.. , 8.-Right-of-Way Permit: required for work in public right-of-way. (e.g.,-.driveway approach, 'sidewalk, connection to water main, * S etc). jj ' ft( 9.- Industrial Waste Permit application required To be filled out completely and*returned to Development Processing. 101 • . S w S w• -. •• - S.. ••, •. -- - . • •. . PLANNING CHECKLIST. co co Plan Check No 98076Z Address /8Pa . . .! Type of Project and Use.:. 5 F . . . > > > 55 3 5 Zone R- I U s'e. Allowed7 -Y ES NO Setback Front OK Side' OK Rear - • . _______ . - 2 Facilities Management Zone I School District San Die guito Encinitas / S . •. • .:. Carlsbad . San Marcos U U Discretionary Action Required YES NO Type Environmental Required YES NO Landscape Plan Required YES'' NO Comments • . . S - fl Coastal Permit Required YES NO K O Additional Comments S.5 1 * S .. S - .. - -. .-• t_•_ a . :- - S • • S ;,'•• I. 5- t S • 1 -. 5 - . S • • ••,S S S •••. A . . • . . - . - • . .- - - S. .5- OK TO DATE S. I -. t1-r,faArr 1jit'Pi$'t 7 -4t441',I ,• - H r2,ers4 ---- -- -- - W.4P'2 '• 11.IITIIIII: tA7 McM61-c47 ri i. .. 7. IJ7'4 1 107 i.:... 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S.: S (cl\ -' •• • 0. • 5-r 1- Ir4Ts 71-lb &oo , ) F'r 6,1 1 1-' tj 71, '1-el i• I1 ____ _____________ _______ 1-7 f~uuvllllcl Pis r. -Ai~ c• - 4-00 P • . - • • i-ic.. • • •• 'V TM- NS 7b t/r • 1,1,. • • - f 14 (lois 12, I L44 '1 14 ' 1D1P,e1 -bi • . -- fl :•- - .- •- - • • • J 1• ••- •.•.••• .: ••• : I I • • - • -• .• - .•- •• •• • + •• -'-- A mom .Pt-r. ." WY. : C •: k ( rr. • —(14 'ti'1 Q OO ,-j- I C (i41 \' I TP 1P ic S. I . iH 0 —(g--c i) _________ . • t1p. 0•• • ( 1itcM go 4- I 4 • •- •• (t10 k-i • 0• I f 1cT1- • .:.::: V. V 17 1A.- V.... VVVVV V Lo kit <44 nmm 00 MW --V.- -----.-------- - ---V.-. .......,.. . •. . .. .. V • ... - (i . VVVVV V• o: V.. V ..:•-: • V..-.. V ..••. •.I IVIIIII:I II'I!ç, vv - V--#--..-.-- • C - 7k WIr42. JL 47Hbi .A A Qd. t71(l-&T, M41 - - - .•-..'.. - i -i- 000 xxx 4/ 'Ii H4ôI 1D 11 - ..•- i: i-i•_..iiiiJ .i kii— 'Jtd.4 1-bO ____w. ..-.-±-- _••____•i '2. ,..t ... S - .--.,-------,- ---S ----------• --S. _-_-----S;_- . Ot tV 7 12() MM4)1-,T \I- Lfrr-f4- 4XPc? 7(,TvM1+t't - O1 ?Lr-4 . • ______ • Ur4 IT PL12-. t, • • rl I5I Ti • 000 • i.4 14-t ::. xxx •• .. .• - I. _11 .• 's1Wt IJ1( 530t' Iq • .-..-•-•--------,• -.--1---.---------------.--..----.----., ----------____ - __-+--.---------_ _-.-_---_.....i-- I ---• -..-• -- ..-"-.------..--'--..----- LF t'o' Ur4tç WtW 4*3t- ct- ________ Lrr•) ______ )t+-11_• ______ 3t 7 9) 4K\ oco - - 141 - -..---'--.---. / 1 1 4 - T;4 1 4V 7 U' -t 7C4-cu r- tr-ø - '7LOO 1- i°4 -4i- • - VCI • (UM-ocpclr4 • i1I &. • t Q . . - t_ 4 -o0.0. 1- LI +04 ___ ------------------------ - o -JL -••. - .• _•• 2t-1- ' Q) ,7q -ftMC 4 12 • rppp M t'4 - P-T' 4, '7f-i Wf4-4 -'1,22 !x4 1k 47 r4 t4 - *i?,f1_. fy .$4ejvJ Ut. • Mfr'1 - PfrcM. ThP 1 V Ttvpj .0+7 •* •_. i4t (47 - l,c, ir4 • I L- ['2-1 • ,i+ 4 '710r* - 1a ('7 j,t4p.4. • 1DO 71 1Doo r t 7sr Imo j • • 7U • %fl 4, • Vri itcc' r . • ••• -• I1-7 11It ? • II 47 : _____ _____ • •' I1• • •tbo' fr— 'wi-i 4) 1Iwo • L 19 F' ' *64 2~c - :.... I I . Lôt L-p. f47 - _I± I' 1.- 1I1T .Z.. I.ILI IIIIII 1I 1'_IC1-i) - - __- ________ .--- --DL- IhIIII iITiI1 . ii_iIIIII Lf-- - - ____ 42.381 50 SHEETS 5 SQUARE ' 42.382 100 SHEETS 5 SQUARE * 42.389 200 SHEETS S SQUARE I . I 1: j' rJ T .L1tfi 77 IVI 77 - TzA :i : : : ji:: rjr pn: T1 j1T :f 1:!i [ mr flT I ,. tA t :itftV H 'i'r LJ H ' 7 77 - - 0~iL - NON-BEARING PARTITION PERPENDICULAR To TRUSES 1ompuTrus Inc. TRUSS BOTTOM CHORD CUM sco" 1-16d NAIL -:- IES frE 4 u avlL CLIP e- 2x4 BLOCK SPACED 24"o~TYPIAL - 2x4 BLOCK-ATTACH WITH 2-16d B NAILS AT EACH END_\ - _ 4 1-16 TRUSS BOT SECTION B-Be CHORD N-BE AING PARTITION P TO TRUSSES - TRUSSESSPACED AS REQUIRED SPACER BLOCK NAIL TRUSS TO °BLOCK ®NAIL SPACER BLOCK TO TRUSS AL - 3-16d TYPI TRUSS AND SET NEXT 2 /QUSSES ARE - CAL C TOE N 0 VI PLATE SECTION C-C - 1• - T EXTERIOR WALL - C(J - INC HAL. TRUSS ~TRUCTU - IC t4 CERTIFIED - - STRICT ACCORA - FILE NO. CONNECTION DETAIL : IN SIR1 UBC 25-1WIT7 - . - . DATE 6f1/84 -• . PREFABRICATED - .. REV- 25-15:irlES B,'- SC S Ilk E3 - a7- • EXTENDED JACK TOP CHORDS • EXTENDED JACK TOP CHORD ooFJAck - II 63 92 II STO. TRUSSES PUP TRUSSES SECTION A-A SECTION B-B C..-' - VI 'I4 $133179 .P? 1 C PLAN : - - - - SHAPED BLOCK .• - —nt \_PUPIl (DBL MEMBER Ii • SHOWP OSS • - - i NDEO "tLz BOTTOM OFJACKS _• 11_11 • -• ALTERNATE FRAMING - I U • WHERE HIP RAFTERS 00 NOT MEET I .. o AT COMMON TRUSS I • , .A1 STRUCTURAL TRUSS INC. ROFJAcXS • C.E RTIFIED fNSPEcTION ICBO #AA-513 PLAN - IN'STRICTACCORDAJCE I PREQ9 It TYPICAL HIP FRAMING DETAILS - • .. • -.---_- -_---__-_-_- LOAD DURATION INCREASE *-1.25 Oenw Notes. ueewia.nosed: 1. Design to support load* " sho~rk AN lateral force resisting ale w"d iiIP'rET TO 32-O" . 1. such as temporary and permanent bracing to be desilifned arw L HIP NO.2-4 SPACED 24"o.e. ompuTrus HIP NO. I - SETBACK 8'-0" FROM END WALL. LOADING provided by others. 2.Oesign assumes the top and b050mChords tobeiateraliy braced ai7 LL + DL ON TOP CHORD = 30.0 PSF l2.Oocsespectively. DL ON BOTTOM CHORD I . 0 PSF* • For ecommendedbracingdelails.see BracmgWood Trusses, B - - - TOTAL L000 4410 P9Fw . 7Rh,, the Tn,n Plate n5ldelrr .5 PSF REDUCTION TAKEN ON 4. 1x3 continuous lateral web bracing where drown'. BOTTOM CHORD, AXIAL STRESS ONLY. S. Impact bridging O lateral bracing recommended where - shown - - . . (HIP trO. -, MEMBER FORCES 6. Installation 01 truss is the responsibility OS the respective contractor. - T 1 7396 Er I= .7017 U I= — 11 83 -7. Design assumes trusses are to be used ri a non-corrosive enworl-went and are for dry condition of use. - . T 2 -7018- 8 2= 9454 N 2= -2627 8. Design assumes full bearing at all supports shown. Sh.morwedgeil - T 3 -9593 3w 9453 3w 178 necessary. - HIP NO.1 - Two Complete trusses required. - T 4= . -7018 B 4w 7017 N 4 178 9. Design assumes adequate drainage .s provided. loin together with 164 nails - 7 5 6 5= to Plates shalt be located on both laces 01 truss and placed so their - staggered at 12"o.c. throughout. -. 4 . - . . ' io 6 1 183 - center lines coincide with joint center lines. tl. Digits indicate size Ol plate ininches. 12. For basic desionvalues ol the Compulrus Plate. .ndcatedby the p,06a Hill \O ' SINGLE IF IIIFR AS SHOWN REACTIONS, LEFT 2640 RIGHT - 2640 13 The Comps4rus Not S.c nPtts.s.nd.caledbytheprelra CN the .. designator (ID) indicates ie s. material is used. Al others we 20 ga. OFF PANEL SPLICE NOTE: 24" 724" . 26". - . Off panel point splices are 1orarer1 ,"r4 STUD WITH C-I'2 6 TYPICAL Lit /5 the panel length +1- 6 it — STRUCTURAL TRUSS INC FCL I CERTIFIED INSPECTION _______________________________ IS -80 #AA.513 - - . / . either end of the panel indicated. SPLICE . . IN STRICT ACCORDANCE NO SPLICE ___ C-4x7.?PREF RICA SCOViS crm pI T-== 12 DOUG .FIR ALTERNATE SPLICE . . '- I 'l'54 3 CNI8-3'17 9 (lIsp No 1) \OSlLICF CS 3x10.2 (Hip So.? 4) 2.5x4.3 . C-559.4- (flip No. I)' SPLICE l:-S:7.7 (Hip No.2-4) C-5x9.4(Hip No.1) - : I ' l.•:•ii ! C-5x7.7(Hip No.2-6) TO 32-0 . . . iMiTRIC,l. ABOUT CENTERLINE FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED ('LJ(iQfl ----- FILE NO:,;;; DATE u:.': :DES (7'l• SIZE 2400F 2250F 2100F 1950E- 1800F 1.650F 1450F SSDF '#1 DF H2 OF SSHF Sn HF I TOP I 2x6 . X 'I x 2x1. . . S - N I -. [BOTTOM CHORD x6 . x L -__- WEB MEMBERS -2 * 4 STANDARD OR STUD GRADE HEM - FIR. 2 *3 #2 HEM - FIR OR AS NOTED ON DESIGN ii PEAR B H (2x6) C-5x5.1 to 36'-8" 5.0" 2.0" (2*6) C-4x4.3 to 30'-0" 4.0" 2.0" (2x4) C-5x5.1 to 34'-0" '5.0" 2.0" (2x4) C-4x4.3 to 30'-0" 4.0' 2.0" General Note& unless otherwise noted: LOAD DURATION INCREASE 1.25 I. Design to auppcfl loads is shown. AS lateral force resisting elements SPACED 24 O.0 such as temporary and perm.nere brac,ng to be designed and, LOADING provided by others. 0 N I CHORD -30 - F 2. DesignassumesUetopandbonchordstObelaleratyteacedat2 L I : ' - O o.c. and at l2-0 o. respectively. DL ON BOTTOM CHORD - PSF * ' 3. For recommended bracing details. see Bracing WoodTrussea. BWT TOTAL LOAD • 40 PSF* 76 by the Truss Plate Institute. *5 PSF REDUCTION TAKEN ON 4. 1x3 continuous lateral web bracing where shown.. BOTTOM CHORD. AXIAL STRESS ONLY . . 5. Impact bridging or lateral bracing recommended where, 1283 shown... . . REACTION m 6. Installation 04 truss is the responsibility 04 the respective contractor. . MAXIMUM TRUSS MEMBER FORCES 7. Design assumes busses are lobe used in a non-corrosive environ- ment and are for -dry condition 04 use.. TI -2436 BI - 2249 WI -560 . ' 8. Design assumes full bearing al all supports shown. Shim er wedge il T2 -2096 82 1475 w2 - 727 necessary. 9. Design assumes adequate drainage is provided. ALTERNATE SPLICE (T2) to. Plates shall be located on both laces of truss and placed so their center lines coincide with joint center tines. (2*6) C-4x4.3 to 36'8" . . lt. Digits -indicate size oi plate inInches, (2x4) C-2 .5x4 .3 to 34'-0" . 12. For basic design values of the Computxus Plate. indicated by the prefix . C°,seet.C.B.0.R.R, 4211 13. The Computrus Net Section Plate .s indicated by the prefix CN. the - SPLICE D designator (18) indic$tes 18 ga. material is used. AS others are 20 93., - (2*6) C-5x5.1 to 36'-8" 1.5" . ' 0ll Panel Splice Note; - QpneI point splices are located at 1/5 the -'(2*4) C-4x4 .3 to 34'O" 1.5'. . STRUCTURAL TRUSS I85ttllength /. 6 at either end or Ihe panel indicated. NO SPLICE - CL. CERTIFIED INSPECTION. IN WITH 25-17. 4. UAL PANELS TOP CHORD 3 EPUAL PANELS BOTTOM CHOW 1-0 DOUG FIR SYMMETRICAl. ABOUT CENTERLINE FILE NO.: L TRU43 - 36 - 5 DATE 6/1 /84 REF 25-I DES. BY- SC SEO STANDARD - HEM-FIR ' £ - ^ C-2.5x4.3 to 23'-1" .1. CHORD FOR THE SPANS NOTED-BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATE D SIZE I 2400F I 2250F I 2100F I 1950F I 1800F 1 .1650.F I 1450F I SS DF. I In DF I H2DF I SS HF 1 #1 HF I 2*6 . - 36'-8" 36-B" 36'-8" TOP CHORD 26*-34'-0' 33 '-4" 33 '-0" 32' -3" 31 '-8" 31 '-0" 29'-B" 33'-O" 33-0" 32-1' 31 '-0" 31' -0" - BOTTOM CHORD 24 36-8" 36'-S" ' ' 36'-B" 34'-Il" 36'-8" 34•4•• W15 MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM -, FIR. 2 *3 112 HEM - FIR OR AS NOTED ON DESIGN 82 L....LJ ALTERNATE SPLICE (B2) C-2.5x4.3 to 361 -8' NO SPLICE - C-2.5x4.3 to 36'-8" SPLICE C-5x5.1 to 36'-8" Bt 2*4 SPAN TO 36'-B" W L.)EP 1ECTFICAT1OI 2- 6- 0 CORNER C(Efl SETBACK 34-10- 4 FOM END WALLLf) 2 1D-6P F'ES LOAD )WATIOM INCREASE - 126 s 1 -I)96 6 1- 12 0 1- 566 cTzr 7 .C1E GAOE ME)EP4S - 1 2- 7754 62- 122 02- -324 oco 0FC,1oncS: . . LaO1NG -4272 63 7476 03 1670 - 2y. S Di 12 1- 4 . . . 1.•- C 6 4° E16 0 1= -3399 N C'-BOTTOM CFIJROS: 'TIE UNIF LL4D- L O.O PLF 0 0 TO 2 .0 VEJfl 0 5-, 2848 2v 6 DI fir 1- 4 - . UC UHIF (j40L- 3'O.0 PLF O' .0 10 2 1 .0 INCR ,. .4 6- -4524 r C' . - .. .4 7 -139 2i 4 147 STAND 1- 7 LI 0 / Corner girder to have mono scissors LEVI - 1C IfT -, 3225 tieing into bottom chord BE&IN6 IE4 PEC.j.D (SO INI tit ill I W7 9 CQ 10D . C5X6 I cl- II C- 5zi it kit 51 ) _—_--Ti--- -an 12 354 L— . . -,---------.-- . . C-5x6 * C-5515 F x . 2-x4 No I D r Let-iuj C IE -5 7 .'5o,-`. 65t IC L8-9x17 91 CN5 5*11 9( C L CERTIFIED INS PECTION — — ., — .. C-5.5* IS ICBO #AA-513 - 'IN STRICT I C-256 . . . . ..' WITH USC 2517 PREFABRICATED 1. 77r Note T £aggec $pltc.es cii aaccnt stembece.. - Mt 12 2'-4 15/16" stub Plates shown in 1 1 - - 2-OO--OO - J08 NAME OAK AVENUE z - G.oanqal Iaoies a..ies cP*ro.r .Obj / 1. solid nil roa.—Ill nod W. bs.co.0.jo.cqbo.,01,.nono. 1 flrs.&y bc s.iipO'L IO as FILE ND C1-2I -5/2.5/ 7-1D. 7 Ia.d.' and n,.ci.. 01.nohi Cin..i 2 jrne tb 100 01.1 IXIW.' lNc1 I hi, ij O4 I 'd 41 0 oi.s W.n.iag. boron. conti.iino 0 C 4d 41 02 *c. '0 Inc1 . . - I nj connpn..., nob b•4 011b hI.... ..no Allisio, +.b-111019 01 101un4 Iy01n.j ii-10i-0j.V, h0c 4.n.no I- DA TE: 06/24/813 Mu In aP loin. '00 nl.g nnol t C1. — l od n.oisoi s o ° r 1 r- CL REF. 25 C35 y nnol b. ..01 pne. b0 ijnut CI :o..u.I. - oiid ae iOn 4*y CCW4I.100 UI •42 ioioi compniron .—r." to, s b S nr ii 10000.10 . . .1neS a al sin-..-. • . cIoadI1..bIdb.a.li.d,O conlp0010 IdaIbnn.Uo.anog '01 r.e.0.1 'a,iuTru' -/ 1 inc. sc 70707 op~%arv,cicuntion"r I,-. - - 5. ,$n0a no (OnincI . pod spinono 00 n.0c00i no 0 10 oa.o e polo .. ,ec - . . ver32 - '.... ..oi .,ni ..i.a ton ni -• I ID i t- .- cii-. i u.. ce..-,>. .. r';11,- I I 1. I cosign ill Id,odse0j.cu l,0iiuIbmiIaIin.pontn..ssdjçpnii L . !i-.I IC BC RR 421.1 0.11.011.. TiletiL Plals, 0.191.10. in boicing Wood Trusses. SWT. 16- ii Tn.e mI,aInc I'4j1 S.ecl.i.-. 44aar cy Inc i. Ccl ,.. - o.p,, oInoIch onIl in I..oih.4b1. Cnn.puvno .o .nonii 1*) nIcdes B o.' .n a. a ii Ii c-n .0 I) .. u_i . r q UPOE1I E_If111O16 28.- 0- 0 TERMINAL HIP SETBACK I--I :-- 4 FROM Eli) WAI.. 3 I*6EI1 FOUS LEAD I1WAT0N IN 'E • 1.25 -4 1 1--19665 B I- 18543 14 1- -894 SUE SPECIE AflE WEI€ERISI 1 2= -13071 B 2- 16821 14 2- 1338 - u: CO TOP O-: GO 0 10ADrl. 1 3- -17400 B 3- 15819 14 3 -423 L 2* 6 DI •2 1- 6 - I 4 -17400 8 4- 20784 14 4- 13128 N E BOITOMC-IOP13 rcLH.DL- 6c1)PLF 0 OTO28 .Dv( 15--20075 145- 603. :J I LJIO: --oOL- 1(0 PLF 0 0 TO 28 .ir v(R 1 6- -22044 m 5- 3183, N - . - 14 7. '2838 1 2s 4 HF ST WD I- a 5-i o: cot w.t- 6452.0 - 10.3 * 7. 5 HF - - - - IEF1 = 3326 RIGHT :1634 'L rmIn.31 h ip to have -2crner girders - tieing inc -s bottom ich.rd AR9C aREA 0IJ!RED II lIlt Thkee ? lel-e t rusea cequd red JOINT 1 5-32 OF 1 8.21 IF Joirr tcgetlier .Ir16d rsatla- fl- - JOINT 7 5.62 Of / 8.97 IF Lagced .t o.c. thrcuhC.üt .' - I bot chord, aid L 2"o £ - tFo ugbou I 1'- N I OP chord and uths i_.z .1 I •. 1 -.: . STRUCTURAL TRUSS INC. LLI CERTIFIED INSPECTION ii __________________ - S - ICBO #AA•513 IN STRICT ACCORDANCE WITH UBC 25.17 - C1 LL C-1x2.I U JOO NAME OAP AVENJE FILE )ID: TP--1/2-4Oi, OIE: 06/ 24/88 REF. 25-1 DES BY: 6H SE-U.: 707)8 III s*r3.3 1- :> z U 11.1 C1 0-j 1' - liJI-I 1' PREFABRICATED - C-5x9.4 5.0 C-2 5x4 4 - -? 5x 12 12 7 5 ID 'I8x136 C-59 4 D -2 50 04)Lff 12 - - 12. - \.4z L--. 3!3-- c • - 14-111-04 13-01-12 29-00-00 . . - A ___ iii 1I Nulup 1 Warain licII -IIOit.U. G.t,a1 14 Ise...se *ect 1 1h;-_.:1" to -.pjom Imam As sIoii - 2 u,,d or@Mbm co..rusm iu b-i atAmd &0 .15 G...I P*.. u.4 W*js be canorWiian 2 (5e54r3SAA Ille 5fl and :c1cfu cmcIcis 13 I] IaIr.4I eO ii 30 cc IlrJ Al ljOo c uey 1 1t3 O In ub ,I.rS' 4P., b.I,ssaI .4 .. rM7%4e4 tiN*71 5%tji .-eJe AtwIe çIv..., t MII 5o.e. 9nbsq .ii is Jc* a. ...aiy .id o - assores are Ic te used I 6.il b-s ds49s.4 - 'V bwb-c Cae.p.4... 4 6 . -- : .s.pambl s 1. NJ.4-tAOdb,.pØen5 iaIr. lb,., 1) r3s.r_$r b-ill b%i5n3 Al a4l5 90*i -:e rA(rf [IornnuTi'us Inc .n. ts..pI... .,.IaI il Ib-. sluIa .,q aa p., r,•r -, ie-r sqi.Ss.d.b. .çp( .i,y . Lle *515 .Ofll cen1erw - 5. - S -. I •.. ...PLi.•5N*. f. C'V,14si= has s,s*uo4 *.jr *d .SS.e.5ssih lail.9 I.j4i. 511i.,t . i.1i,-.4r haco.0, covasmm* Ekats sis e of rdalem 3. tn,i.h.d isiEtbuUb.o.k,A.s.çn5a.j 10 F iXA.c cAsi suVh a rIE i_O•flC..t.; FPI e. l: ir. p-.. C 2 O RU 42l 1i b isa Pl.I• IOa1AS4• Is - .d.ç Wt €VdTTb- 11 F* 45L Nel Scclscn hA? .5 ,iO.*C4 o- ir '.5. CI. . reII!yI. ha .rcnAes 115 l.Cc-Of& WEIC* *51 15.1,115*5 b5Cs15s,-s .ps.,u.q..ni ci. nla4.0 is sI .11 sll.- c 20 ( .. LUMBER SPECIFICATIONS TRUSS SP*K 24 — S. S1Ij1( ME11148EI FOES 1040 DURAT (ON It4C1A - L. 2E T 1_V -1520 B - L3 W 1- -212 SIZE SPECIE GRADE POEMERS) SPACED 24.3 3C. 1 2 -1174 B 2= 1433 W 2 -342 TOP PWS: T 3 -274 1 B 3 2843 bf 3- 1947 2A 6 OF •1 1- 4 . LOADD& I 4 -2' V 4 -So BOTTOM CKflRDSc 1- 3 V IL 4 01. ON TOP DL1D - 30.0 PSF 2), 4 OF •i OL ON BOflOIl OD b.0 PSF4t - LEFT 83 FLG+rl -1864 WEBS: TIDTAL LJMD SOC PSEw - 2' 4 HF STAND 1. 2.-4 *5 PSI I€0UCTI01. 1M mi BEARI NIS AIREd PEOLrREE) 450. 1w * 2 4 HF . STUD 3 BOTT(WS CH; AXIAL STRESS OIt.. J-191 I 38 Er / 2.13 HF * J-'IMT 5 .38 Er / 2.13 HF — CERTIFIED INSPECTION StCCT O2DNCE -17 WITH UB - . VPREFABRICATED i2-04-DO 12 -04-M C-4x77 - V C-2.3 12 5. 00 I . •., V C-? 5x 4 J 57 1 50 C-55 J 12 5C C1. - 3/31frj 710 8-02-06 V -0b-0C) V 24-08-00 .8 NAME-- OAK AVE. - . G..1e . •V4 - - l Pied ill GinP ND4.e led .rnk.9e bilo. C ehedIie & ku.C.s 1 C—%,jr.sc wVpW lxmft 5 3. •.dld., ced e,ielien coMracem ibeeld be d.i,ed Sd all G..e 2 C-r.,r lt* I d bcItn clrrI 0 F t-4P-.*Iv l,:v.,: .5 FILE NO.: 1SC-24--5/25-40. Nolan ied bsla.sco..svct.a.,col,,nlnc.e. c. .ed l 21T cc rejeCAueI1.3 2w V - V 3- 1X3 . bo..ynie.áoebLac.eg .re.iI bsleistl.d #w,cedem 4 CIJ7fl pcu r4 IX1lfl9 noonJC-1 .4'cie* - DATE: D6/ 20/88 & A41dlliq.lai a.d ie .mporsy ded(ie. $ C-r.zeare*i LCO(J - V - be,an. bp d.a.5ed ied p.onNod by d.5a*ie & co.npl.ie -,-J.Sr4 4, jV• REF V 25-I • rs oInclar..Ccnpcl.u, .ewe*.. . mpr.Ibla1 1. ic*lba.ola I C r.z.rec 54 be-a...g 31 as s**per, *-co* ,.,. r, V V / CouinulT'us Inc. V V - 5. Nsloid re31rl U V laSlanlal lld caieplal.. led at .i hat. .Ito coy I.d. ç,...r hP.a V SEO 61V)'3 51 *.iy. iie .p5d.tsiee comntw B IX afl4 r4 40 0tH cyr - .- s • d Ccoyolus It.. ce co.t.ei ...r and a•nUt ad .ie*on.Jbliuy let la. C-pl e al 31d.t "I twhm V laLdeate. hendling. .4tIt end lie1iItCn at cc•tn,et,1.. 1 F ls ,- cs.o' ,t4u15 1 11* Cr.niuie, -Fl tie E3.V. I I--- V v r 7. =VV 1.1* 4It e - V In. .4.5,. *WondTro$$.. 53 Ti 10 C< 1,*tc.*l.! $.l.n1I ,tHe.it.j 5•e r.,, Cr.) 11, S noçy .4 eddd* ..11 be loro.*.6 by CJIt,.. UVM t.qr.I: 'M° (l I-5 .d ill .c rtilnnal l fJ3 Id ilVP' ie 25 ga c_S I, ( - - LOAD DURATION INCREASE -.1.25 - C: ompuT~us Inc. J HIPSET TO 24'-0" FRO I ND WALL. LL • DL :: TO CHORD r 0 PSF - DL ON BOTTOM CHORD - 1 .0 PSF. - TOTAL LOAD - 40.0 PSF* .5 PSF REDUCTION TAKEN ON 4 . BOTTOM (HORD, AXIAL STRESS ONLY. HIP NO.! MEMBER FORCES - T 1- -5183 B l 4917 W-1 592\ _T 2= -4918 B 2= 5697 .W 2=. -868 HIP NO.I - Two Complete trusses required. 7 3= -4918 B 3= 4917 W 3= -868 Join together with 16d nails T 4= 75183 w 4=- 592 .staggered at 12"o.c. throughout. - - - - - REACTIONS: LEFT 1940 RIGHT 1940 HIP No.? - SINGLE MEMBER AS SHOWN. - - •- , - - OFF PANEL SPLICE NOTE: - -. - Off panel point-splices are located - - - !at '1/5 the panel length +1- 6 at - either end of the panel indicated. STRUCTURAL TRUSS INC. CERTIFIED INSPECTION; 8-O' (HIP N#.1)- - IC-60 #AA-513 -. - IN STRICT ACCORDANCE - I. - - WITH UBC 2547 C-4-6 - PREFABRICATED No camiOL .CAARM 12 DOUG. FIR - - ALTERNATE SPLICE 1/4' - . r HEM-FIR (Hip No.1)sta -. .-3s6.0 NO SPLICE C-3x4.3 (hip No.2) • 0• -. /t C-2 . S x4 . 3 - '2.. SPLICE • 4 TO 24'-0" -s'M')1hlCAL ABOUT CENTERLINE ,-Llrl Dn FOR THE SPANS NOTED BELOW LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED - - 4_4* PI -02 2400F 2250F 2100F 1950F 1800F 1650F 1450F SS DF #1 DF #2 DF SS HF #1 HF - DATE, ?!.? 2x6 • - X . - . X REF :!-i DES. 'sc .TOP CHORD 2s4 - -. - S X 1 - BOTTOM CHORD 2.4 - - - x - WEB MEMBERS 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 #2 HEM. FIR OR AS NOTED ON DESIGN - 24 MM -: U ci CERTIFIED INSPECTION IC6O'#5t3 . .. 4ro ,•i;;\ IN STRICT ACCORDANCE WITH UBC 25-17 . h/.Ik5.* "' PREFABRICATED \j,I CHORD FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED SIZE I 2400F 1 2250F I 2100F I 1950F I 1800 I 1650F I 1450F I SSDF I u flF I #21W I SSHr dl HP I - I TOP CHORD I 2x6 45'-2" 44'-4" 42'-8" 39'-9" 42'-10" 40'-9 37'-7" 38'- 11 36'-10" - 2x4 32-O" 31'-4" 30'-S" 29'-6' 28'-5" 27'-S" 25'-?" 28'-?" 27'-6' 24'-II" 26'-2' 24'-7' ruolToM_ CHORD 2x4' , - 45'-2" 43'-4" 3q'' 36'2" 30'-IQ" 41'S" 37'A" 3110" 35'-4" 31 F LATERAL BRACING REQUIREMENTS LOADIJIJRATIONINCREASE 1.25 CompuTrus Inc. (11,12)~+) 2 Required on Spans Over : SPACED 24" O.0 LOADING IL DI ON TOP CHORD 30 Psi DLONBOTTOMCHORD' 10 PSF* * 2x6 N&.2 Hem-Fir to 45'-2" TOTAL LOAD 40 PSF ** 2x4 Construction Grade Hem-Fir to 44'3" . 5PSF REDUCTION TAKEN 0N ** 2x4 Standard or Stud Grade to 32'-5" BOtTOM CHORD. AXIAL STRESS ONLY REACTION 1581 MAXIMUM TRUSS MEMBER FORCES .TI -6069 81 5723 14 112 (2x6) C-5x6.0 to 45'-2" 5.0" 2.0' T2 = -3949 82 5723 142 - -1983 (2x6) C-4x6.0 to 36'-8' 4.0' 2.0" . 143 2511 . (2s6) C-654.3 to 32'-0" 4.0" 2.0' - ALTERNATE SPLICE (T2) .. 8 (2x6) C-4x4.3 to 45'-2" . SPLICE D (2x4) C-2.5x4.3 to 32'-0" , (2x6) C75.5x6.0 to 45'-2" 1.5" 12 -. (2x4) C-5x5.1 to 32'-0" 1.5" NO SPLICE General Noses. unless otherwise noted: Design to support beds as showit Al lateral force resisting etenwds such as temporary and perrnanerl bracing to be dsslgr'ed end provided by others. Design assumes the top and bottom ChOrd3 to be laterally braced at .Ooc and at 1? .oc respectively. For recommended bracing details, see -Bracing Wood Trusses, BWT - 76 by the Truss Plate Institute. 1 x3 continuous lateral web bracing where shilwst.. Impact bridging or lateral bracing recommended where Shown 8. Installation of truss is the responsibility Of the respective Contractor. Design assumes trusses are to be used in a non-corrosive environ-ment and are toe 'dry condition" 01 use. Design assumes lull bearing at all supports shown. Shim Of wedge it necessary. Design assumes adequate drainage is provided. Plates shall be located on both faces 01 truss and placed so their center lineS coincide with joint center lines. It. Digits indicate size OS plate in inches. For basic design values of the Compotrus Plate, indicated by the preha "C". sea I.C.B.0. R.R. 4211 The Compubru, Net Section Plate is indicated by the peels -CN-. the dellgnaloe (18) indicaies 18 ga. material is used Al others are 20 ga. Ott Panel Splice Note: Off panel point Splices are localea at I/S the panel length'!. 6 at else, mc 01 the panel incicaleo I. 2x6 * 2x4 (+) W2 2X4 - 4 EQUAL PANELS TOP CHORD 2t4 BLOCK - 01- 46 ' 4 [OUhI PANELS BOTTOM CHORD . DOUG. FIR 06t55 tir"t C-fix 14.5 to 45 82 a SWIT IL 12 SCOTT D 2x4 81 , U'ub. ALTERNATE SPLIC). (B2) NO SPLICE C-5x14 S to 44'-2" C-S 5vl 5. 5'-2' CNI8-5.5x17.9 to 45'-2" -1 . . .... - C-3x11.9 to 43'-5" tO CN -s 5x14 5 to 43'-1"55 to S -2 C-3x9 6 to 34'-1" -' 519 ° CNI8-3x13.6 to 40'-4" SPLICE . . . ?" / •ei, C\I8-5 5x17 9 to 45 =2 ___ - SPAN TO 45 - [l ) CIr 5 5x14 5 to 42'-8" ratit"fltAI TR[t S INC * SYMS.1E 1lC4l ABOUT CENTERLINE RILE NO SC144 - 455/2-.540 h/l/SA SC. WL5 MLMUF.IIS . ' 4 STANDARD OR STUD GRADE HEM - FIR. 2 x3 a2 HEM FIR OR AS NOTED ON DESIGN - - : Multiple Members: Top chord and web members are to be L J'J - General Notes. unless otherwise noted: I. LompuTrus Inc. LOAD DURATION INCREASE 1.25 MAXIMUM FORCES (21x57-9) -"V LOADING prevent splilling of wood. The bottom chords and add-ons are to be toned with ether 16d nails staggered at the on TOTAL LIVE LOAD 16 PSF TI - 17761 SI - 16395 WI 4520 center nailing specified. or 112 bolts staggered at 24" D.C. TOTAL DEAD LOAD 19 PSF T2 - 12802 82 - 16395 W2 - -5123 as indicated in the nail/bolt column. Clusters 01 160 nails at 4- t.ATii'Al.'..Y BRACE TO ROOF DIAPHRAGM. TOTAL DESIGN LOAD 35 PSF - 143 8863 panel points Shown"*- in amounts specified under CIsI. WHEN LOAD OUPAT.ON INCREASE 1 25 R 9670' 2. Bracing: All temporary and permanent bracing to" resist - ,. LIVE - '' bAt) REOuCEO.PER u.B C 982 lateral forces to be designed and provided by others. Design . x .4 SEC 231)A,METHOt.12r, assumes top chord is laterally braced at a maximum of 30" 0.c. 3. Hangers: Hangers are to be sized n, accordance with t 5 respective design loads and supported truss spans. 'I I. - 2x6 No I Doug F indicate size of plate in inches. For basic design C-5.5.,7.7 values of the Compulrus Plate. indicated by the prefix -C-. Dug ts - C-7x7 7 (2x6 IC only) see iCBORRe42it The ComPutrus Net Section Plate us indicated by the plefix "CN". the designator (18) indicates 1.120± + 2 2X4 .1/4" CN18-5.5x13.6 18 ga. material is used. All others are 20 ga. 5 11 LI 0t C-3x6 B2 1J* J BI 2x8 MATCH ADJACENT HEEL HEIGHTS I I E10-me. P (I E10-me(: -7lI.9 1/4 C-3x7.7 . . -- . * * - ' . 1.or(Ss,Tr IL SPLICE *0 EAUSL. C?, I8 7x 13 6 -3 am QXP STA(:c:ER SPLICES ON ADJACENT MEMBERS .. - .,.' 111 GIRDER SPAN STRUCTURAL TRUSS INC. - JCL1 CERTIFIED INSPECTION V ICBO#AA-613 IN STRICT ACCORDANCE WITH UBC 25-17 PREFABRICATED - SYMMETRICAL ABOUT CENTERLINE - LUMBER REOUIREMENTS FILE NO 'I t CtR44 - 29-5-35 TOP CHORD= 2x4 or 2x6 No.1 Doug. Fir DATE BOTTOMCFIORD 2x8 No.] Doug.Fir- WEBMEMBERSV 2x4 No.1 Doug.Fir I DES sc 'uirCEP1AS NOtED ON orsoN STANDARD 2 Mbr. 2 Mbr. Girder 2 Mbr.'Girder Birder 1 add-On to 2 Add-Ons to UJ Btr.i.Chord - flJ Btm.Chord GIRDER Truss Top Nail Truss Top Nail Cist. Truss Too Nail Cist. SPAN Span Chd. Bolt Spar. Chd. Bolt Span ,-Chd. Bolt 16' 0" 48' 8" 4 BLT 60' 8" 4 BLT 9 - 60' 0" 4 BLT 7 17' 0" 45' 9" 4 BLT 1 601 0" 4 BLT 9 60' 0" 4 BLT 7 18' 0" . 43' 1" 4 4 60' 0" 6 BLT 10 - 60' 0" 6 BLT 7 - 19' 0" 40' 9" 4 5 . 60' 0" 6 BLT 10 60' 0" 6 BLT 8 - 201- 0" 38' 8" 4 5 57' 2" 6 BLT 10 60' 0" 6 BLT 8 21' 0" 36' 9" 4 5 53' 7" 6 BLT 10 57' 9" 6 BLT 8 22' 0" 35' 0" 4 5 50' 3" 6 BLT 10 54' 5" 6 BLT 8 23'' 0" 33' 5" 4 6 47' 4" 6 3 10 51' 4" 6 BLT - B - 24' 0" 311 11" 4 6 44' 7" 6 3 10 48' 6" 6 BLT 8 25' 0" 30' 7" 4 6 42' 0" 6 . 3 9 -46' 0" 6 - 3 8 26' 0" 29' 4" 4 7 39' 8" 6 .4 9 43' 8" 6 3 8 - 27' 8" 28' 2" 6 7 37' 7" 6 4 - 9 41' 6" 6 3 8 28'. 0" 27' 1" 6 7 35' 8" £ 4 9 39' 6" 6 3 - 7 29' 0" - 26' 2" 6 8- 33'10" 6 4 9 37' 9' 6 3. 7 5/ 4/35/1.25/8 , j — - LUWE 5PZF1CATtC E ZE 54—_L E :;5f06I-EF-3EWEI T1F CIY1S: 2. 6 • DI 5? 1. ? J-Tt,. -IR7 2i'4 1W 1. WEB 2,4 IJF 5Il_43 1-3 V IRV5 WAN :Va . . V 3:WAaE VE48CR FtJCES iO .WlIJI0rJ I 4CV - 1, .2t I I- -25 U - 1184 W 1- 100 .CED ?1 )• C I 2= 0 0 - 117 W 2= -1161 v3- -20? L1OIP1 . Ii 4 (L 01 TG' 13)1) 30 . C .'Si V L(FJ - 5 MI(PI7 - 520 DL ON 8)VTI01 J4 - 0 .0 .'SJ-. V TOTAL LV]IJ) 40.0 PSS. . EEAIEIC ME. LQLJIPEO mg. INI 55 PSF XJT I1 IAVa0r J Dr / 1.28 If 00-noel CH .1•Lu. r- :)K C. . . 0If 5 9 O / 1.28 If End Jacks tie in-c- - chord of corner gLrd-r V. V '.-bdi . V [C-L2 &] Mi, C-xb V j [C-3x6" - C_ 1321.5 C-1x2.6J -----n.!CI. ' t:.. -' stu- P.:ts i:[ )A 1 .1t. 6' ,- 12 8 stub -PIate= in f ]B V V. 14-JcHL4 .))8 PAML: O( ill.F V WAS GauI S.ia= V V I. P •G.r.i oI.. ,d W.r.,q. b.Ia .1 b base i ,.i 10.4a aE -" FILL NO -: uor14-.P2.- ODE 2. Sift,• md survesUcer c.iUc. sAsnald Imp 3cd ad a 1' n ud .. 2 - 1e _,to. a I he ai.iIj ..1 a, 3 -C C. (II_-r O 5jIy 2. ICE sA b.uerg àn3l InIiI)d . . 3 -a nçr r9 P;W .ecv, ijJ r-.ICi I3 -.- z,c - 0.4TE: 061 24P BEI I Al iianr.nna.-Is slsdi m 5 In Wsposstrevoll pssrarwd 5 /\ V - b... a,nI be dkosigood sad pecomme bv daag.. Cr —poems 4r VVnI*Isells M ibS Ia,sees; i tv wdese 5 ca1r ire - . 1:7i A_J FIJI -- -' .—=" -- . / La uTrus inc REF .(• 25-I EEC mp I IC-4 dia.M be spI - a. FLb,Cfla,it Id Moral I IO9 ir4 SEO V 70 70C . •IaPi ."d of no ,. diOIas. 40.65 9In-d 1%bl 73 Oj:•aJVnJ -.'• - ..'. ••U VI .VI4 V - 4... P0.60 .IUS4 0 -&0IflSI1V CnoI,uI. I .I5rCCnini .,asa,ia noirI4C*I 5" I. - -:. -.=:n.l.l jMt eceialkor re Jr.,1 -ir 0200 Ie sme sr!I V V aIm .a-dnp ilpo.d irlI'i P0 - CnI0pc65. 4VV IC- P3 .a1 VVVCCI4iP a. I13e. 001 ir .r.- V . -r 3 3 7 TIa,.IJn - rd a . L,uiA.IIaap.,nP0. P1 1 ) 2 Ft. Ijr Fi i1O1 '* . ..JI!*Ø b i.4' p I. 41 fl V - , the ,.mn -into st.ia B.aiwo.odTn.or..s.mFI?-e. PV r..3xem 1 I c 0 o mate _A .oeo Act IJ-;V O c. . I ca,ci ir,I -wl is I .,d~ t. Cno.esa. .po. .pre V V JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 JUNE 3,1986 MR. & MR. DON GALLACHER 1812O DRIVE '1 CARLSBAD, CA 92008 PRELIMINARY SOILS REPORT SITE OAK AVENUE PARCELS A, B, & C CARLSBAD MAP 114014 14 To WHOM IT MAY CONCERN: THIS IS TO VERIFY THAT WE HAVE INVESTIGATED THE FOOTING SOILS CONDITIONS AND REVIEWED DEVELOPMENT PLANS FOR THE ABOVE SITE. THE NATIVE SOIL IS BROWN SILTY SAND LOAM (MARINA COURSE SANDY LOAM PER USDA SOIL SURVEY) AND IS NOT DETRIMENTALLY EXPANSIVE Ii EXTENDS TO A DEPTH OF ONE TO THREE FEET THE TOP SOIL IS •: LOOSE IN ITS NATURAL STATE AND SHOULD BE REMOVED AND RECOMPACTED FOR ACCEPTABLE FOUNDATION CONDITIONS. THE SUBSOIL IS LIGHT BROWN- • SILTY SAND (SM) AND FIRM INPLACE. IT IS METASEDAMENTARY AND BECOMES MORE DENSE WITH DEPTH GROUND WATER SHOULD NOT BE ENCOUNTERED AND THERE ARE NO KNOWN FAULTS LOCATED CLOSE TO THE SITE (ELSINORE FAULT IS APPROXIMATELY 145 MILES NORTHEAST) THE PROPOSED CONSTRUCTION WILL CONSIST OF TWO- LEVEL PADS WHICH CAN BE ACCOMPLISHED QUITE SATISFACTORILY ONSITE.. WE RECOMMEND THAT THE CONTINUOUS FOOTINGS OF THE STRUCTURE BE REINFORCED WITH ONE #14 BAR, TOP & BOTTOM, AS MINIMUM REINFORCEMENT. ALTHOUGH REINFORCEMENT OF THE SLAB FLOORS I 6 NOT MANDATORY, WE RECOMMEND THAT THEISLABS BE REINFORCED WITH " x 6" X 10 GA. WELDED WIRE MESH. A VAPOR BARRIER OF 6 MIL. VI.SQUEEN SHOULD BE SANDWICHED IN A 14" SAND BLANKET, BELOW FLOOR SLABS-,SELECT ONSITE SAND MAY BE USED. PROPERTY DEVELOPMENT ENGINEEflS. INC. ENGINEERING .SOILS TESTING • SURVEYING • - - / ./:ACTIVE- AND PASSIVE FLUID P R E S S U R E S O F 5 AND 300/PsF AND A ( .FRICTION FACTOR OF .q SHOULD BE USED FOR DESI G N O F W A L L F O O T I N G SIZES.AND AN ALLOWAB L E S O I L B F A R I N G P R E S S U R E O F 1 5 0 0 # / S F M A Y R E USED. ALL FOUNDATION S S H A L L H A V E • A M I N I M U M S I Z E A S D E T E R M I N E D B Y TABLE 28A OF THE UNIFORM BUILDIN G CODE.. THE GRADING SHOULD B E D O N E I N A C C O R D A N C E W I T H THE APPROVED GRADING PLAN, THE GRA D I N G O R D I N A N C E " - OF •THE Ciiv OF CARLSBA D A N D THE ATTACHED STAN D A R D S P E c I F i c A T I o N s F O R T H E P L A C E M E N T O F COMPACTED, ,.FILLED GROUND. WE' HAVE BEEN CONTACTED A N D W I ' L L B E A V A I L A B L E T O D O T H E N E C E S S A R Y ENGINEERING WORK F O R C E R T I F I C A T I O N W H E N T H E G R A D I N G W O R K PROGRESSES. SPECIAL F O O T I N G D E S I G N W I L L B E R E C O M M E N D E D I F NECESSARY AT THAT Ti t l E . Ile - 7.~4 HNE.VERNON SEE ATTACHMENTS 1) STANDARD SPECIFICATIO N F O R T H E PLACEMENT OF COMPACT E D F I L L E D GROUND 2) MAINTENANCE GUIDELINES F O R HOMEOWNERS 3) SKETCH CERTIFICATION OF COMPLIANCE . .. CITY OF. CARLSBAD Plan Check No. DEVELOPMENT 'PROCESSING SERVICES DIVISION 2075 LAS. PALMAS: CARLSBAD, CA 92009 S (619) 438-1161 . This form shall be used to determine the amount of school fees fora project and to verify that the project applicant has complied with the school fee. requirements. No building permits for the projects shall be 'Issued until the certification is signed by the : appropriate.school district and returned to the City of Carlsbad Building Department. SCHOODISTRICT: Carlsbad Unified .' •. . , . San Marcos Unified . 6350 Yarrow Drive Ste. A 270 West San Marcos Blvd. ' Carlsbad, CA: 92009 (438-5710) San Marcos CA 92069 (744-4776) Encinitas Union Elementary 'San Dieguito Union High School 189 Union Street. . . . . 710 Encinitas, Boulevard Encinitas, CA 92024 (944-4306) . . Encinitas, CA 920214. (753-6491) " Project Applicant: ' ôi.. ' APN:/' Project Address: . . // . . . RESIDENTIAL: SQ. FT. of living area 9 Number of dwelling units - SQ. FT.. of covered area , SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL:- SQ. F AREA .. - ... 'Prejared By - -Date /d' 5 0 FEE CERTIFICATION . S (To be.completed by. the School District) S 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 . . • S S ' . . . Residential Fee Levied: S\. based on 331 . sq.f -$' t.@ - S Comm/Indut Fee Levied: $'S555 based , on " . sq. ft.@ \J \I S'ks- \Ie1 Sco , JD i's tric'F Oflicial S •, . Title . V ' Date AB 2926 and SB 201 fees are capped at $1.53 per.square foot for residential.. AB 2926 is capped at $.25 per square' foot for commercial/industrial. S