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2200 CHESTNUT AVE; ; CB880580; Permit
DECLARATIONS LENDER WORKER'S COMPENSATION OWNER/BUILDER Lender's AddressKEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COEXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCEGRANTING OF THIS PERMIT.o^TlC/J-C -1 »xz zm a o £H! \y * **' ' o m^fcp 0o CD Z -< H11% ia D 1 i i l| D s||m||l!n _ DuSo||n ill s|l|> |||l fill I^^IB ^-°5 ^""S01 '<5n5on)CrtC! - ro""*1 "~ — m <5q= ^— 0>m ^ n $• o m 5*' w'ro»^ -~33"g— S ° ° a *IS 1611 IIS 5l§| f|l II Iffl if! fill a If! II 111? ?llsls£ |1| I | » 3 »• f 1 = 1 - ?i" ? J' I a 3 1 3 1 g. » ? 5 gSSi IP35 E CAREFULLY EXAMINED THE COMPLETED "IFY UNDER PENALTY OF PERJURY THAT AARATIONS ARE TRUE AND CORRECT AND 1 F=D: TO COMPLY WITH ALL CITY. COUNTY ANAPPLICATION AND PERMIT'LL INFORMATION HEREONURTHER CERTIFY AND AGRD STATE LAWS GOVERNINOJ _ Z •? c -n o o ' ^* c o 2 -TJ O Ozjz i ° ~ -l m • | Ja y n- Every permit issued by the Builoexpire by limitation and becomeby such permit is not commencecif the buitding or work autnoriat any time after the work is coning Official under thenull and void If thewithin 180 days fromed by such permitimenced for a periodprovisions otthts>uildmg or workthe date of suchs suspended orof 180 davs.* AN OSHA PERMIT 1J' 0" DEEP AND DESTRUCTURES OVEFS REQUIREDMOLITION OlI 3 STORIESFOR EXCAVATIONS OVE1 CONSTRUCTION OfN HEIGHTX x m r: x ts\ c^ o TOTAL FEES PAYABLEa \ v^^ ^5 CREDIT DEPOSITA (A J X TEMPOCCUPANCY (30 DAYS)0 m o S m TJ o m O 0 in REMOOEL'ALTt'R PER CIRCUIT-n-n CO CO o en to ro en *S. >S O % OJ LICENSE TAX . tJ B.S 001-810-00-00-8162!EXIST BLDG EA AMP/SWT.'BKRDO £m T3 X X AWNING0 0 CO —1 ~n do O ocp 0o g CO ^ z m o O Z en — < m CO CC ;*; o TD O 3D — t CO ro CO o ocp CD O 0000 COen oo s o ELECTRICAL PERMI—i COcm ^A o MOBILE HOME SETUP? O . CD— m r- rr m m cz 33 crcp CO o 0o 0 CC 0 o CD CT! 1-TOTAL MECHANICALt UBLIC FACILITm CO ~nmm CO 0 OO CD O O g CO -v! CD IRE SPRINKLERS • 001-8o 0 CD O CD OO r-o ro O X 30 O O O 3D cn o v. c? 30 m 3d m STRONG MOTIONCOo en to CO CO 5 f WATER SOFTNERRELOCATION OF EA FURNACE/HEATER0 3O 0o CO O oo oo 00 r-o rv>for this reason£EACH VACUUM BREAKER-MECH EXHAUST HOOD/DUCTSo CD 1 —m O CD 0 OO CD CD 0 CD •O CO m _ f> illillr PIIJPHIE | 5T" S~5!l| S|I|S.| ffSs^§.3| jf| I !*|!lll Iiplr iifliiliflf 5 -S-3S™ » Tj*SS-S- JoS^^^S^-SS"Sf So-=°-=r 3 lg-=S^T= a-.jsjgjs og.]! ' 111! f ipii!!fl!fINI i iifiii I II 1 Stilt! ™ i- 3 ~ csl-^l f i-l's'--!* I* J EACH INSTAL.. ALTER, REPAIR WATER PIPE^\ m Z Ti Z 00 zo m 0 CZ — ( m O O f— 8 CO CD CD 0 Oo CO -Ck »EACHGASSYSTEMbORMORE» s m -H -n m ~D 0 ELECTRICDo OO cp Oo 0o do ro CO (1 -.EACH GAS SYSTEM 1 TO 4 OUTLETSBOILER/COMPRESSOR 3-15 HPOTAL PLUMBSCD o CD OO o o 0 doro 5 -EACH WATER HEATER AND/OR VENTBOILER/COMPRESSOR UPTO 3 HPO 0o OO o s o CD gCD Nb, --EACH BUILDING SEWEROVER 100,000 BTUo m ^H S OO cp o CD CD O c!o ^EACH FIXTURE TRAP- Z CO -H C 3) Z 0 co CO c: o 0 o 0o CO— (c:BUILDING PERM0 CD CO CD CD CD O CD CO r\; CD 61 DH PLUMBING PERMIT - ISSUE^ D— l MECHANICAL PERMIT - ISSUEo SUMMARY/ACCOUNT NUMBERCENSUS TRACT•o §\i O ° m C Z H t/l 03) O NG PERMIT ISY D N B'\ M \-REDEVELOPMENTAREA jYD norn H OCC LOAD-< 3?a = z v> V a ^ z D -n r D m rm S3IHO1SONO mo j C ; I " 1 *f CONTRACTOR ~ D ' h«r*by ftfflrm that 1 am licensed underprovisions ot Chapter 9 (commencing withSection 7000) of Division 3 of the Business•nd Professions Code, and my license is in_ full force and effect.1 hereby alfirrn that 1 am exempt from the Contrac-tor's License Law tor the following reason (Sec. 7031.5Business and Professions Code: Any city or county which re-quires a permit to construct, alter, improve, demolish, orrepair any structure, prior to its issuance also requires the ap-plicant lor such permit to file a signed statement that he islicensed pursuant to the provisions of the Contractor'sLicense Law (Chapter 9 commencing with Section 7000 oiDivision 3 ot the Business and Professions Code) or that is ex-empt therefrom anq the basis for the alleged exemption. Anyviolation of Section 7031 .5 by an applicant for a permit subjects the applicant to a civil penalty of not more than five hun-dred dollars (£500).0 VI t X tj o X d 3> < \ $ ^& £> t> iNs.DESIGNER'S ADDRESSI STATE LICENSE NO. ]1524 08/26/88 OOOi 01 02BldPmt 10916-0fNot Valid Unless Machine CertifiedOWNER'S MAILING ADDRESS |SO 3$~ Bi2.t&,vrtt>N> * $ ec£flp g&W 1DESIGNERC.- RfciPHc*^DESIGNER'S PHONE I-7SS-*C$*&rS<r 1 I n*ti } * | O ">• Z -5^ ui ? 1m r OWNER'S PHONESS3UQQV S.dOiOVaiNOOcn ^_. — H m <i | O CO Nl m ^3 o m ^•> •>P 5w °BLOCKSUBDIVISIONe/> m (4 jTJ * nr CONTRACTOR-< 9 JV -H T**1 33 ^•i O 1 O tlJ B TS OT Nl ^w im * S % o > °I ) X fj m 1 w 0 0 ? H cn CD jD zp o E4 o r l|BUSINESS LICENSE *17131VALUATION3/3. Z341 1 ^A z C\| 0 ^^ m31 CARLSBAD BUILDING DEPARTMENT APPLICATION A PFF2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 r i-i\*« i ivr i^ « rtrH m r— O —4 -om 0 00 -o Xm i 3D O TJ•o O Z o :ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.White — Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File I „ 4 SPECIAL CONDITIONS ;*+c. ~*~^->BUILDING ik^* ' . —-=. t O CO c^ =&. f FT OT: z o i- c —^^ <•»ELECTRICAL i'I?»^ „ •''**.' '' .» ; ' -f ,,. ' , '^ / : ; , *^ /PLUMBING 1> Tl Z r-CALL FOR FINAL /A/SPECTYiITEMS ABOVE HAV(mo mm ^ 2m ^£^p m* ' 33 O -D 33s S \. Z4f VENTILATING SYSTEMS !> •s **< '.} • • ' ' ^ -" „HEAT - AIR COND. SYSTEMS j^"tf • — ^ n oco TJ m D 33m Tl TJ Z - O i? :>MECHANICAL iD BONDING D POOL :u c • • '' 1 i 4i '.,;; .~-^ i *-• -j: j> .'> /1 ^"D ELECTRIC SERVICE D TEMPO33 33 -^ROUGH ELECTRIC i^^s ^ 7 D ELECTRIC UNDERGROUND #fic Tl Tlm 33 •J "^•<ELECTRICAL ;M ^f^ j ,• '! •^ tr .-D WATER HEATER D SOLAR W/j^ 33 O CO H m CO , *f O ^V ^^ ^ ^TUB AND SHOWER PAN jTJ O H a CO m D ? m 33 ^ V "* Jt*UNDERGROUND gJWASTE D j^ Hm 33 -s> vX» ' •s "*s ? n COim 33 za CD 0O a TJ Oo >PLUMBING i.INTERIOR LATH & DRYWALL ;(T ^ <=^ «?*r INSULATION i^\ ^ ^EXTERIOR LATH |FRAMEf vi °c-> ^&HS D dOOdQ" 9NIH1V3HSm 33 < Cfl$ r*^-ts\ 7 COc CD Tl 33 m D ^O 33 n om z O •^ \ t , -•* i ^ TJ I— en n eo 0 Zen .* en TJm O > n 1 O ~Z- ~B * CD Io 5 H.I "> en ^- m'zo. " — tI Tl m 0 5 mi — o zo O TJ 00 o H rn mH Zm en 5 Zm£j O TJ O xz m o ^ 33 TJ[" mH (/)m eom O O w < Hm -^ D CKJ no — * oc 0 TJ TJ >en r- O OZ 0 TJm—1 • ' -" ' TI T) en O TJ o z TJ w 2 -i O-loo i ' 1 2 ^* ^S om GUNITE OR GROUTMASONRYREINFORCED STEEL* « «m < C • -^ f*FOUNDATION;S \ j |v" '» t • k • '^i» ^**j. C/5 TJm ~H oz .. o I 33m moo m ^ 0 ^. TJ W Igm — 1 ^1 O Hm Xmo Q 55m D w m f— Z (/) m O H 0z CO •* ' Z C/3 m 0 O X c/i Zo mw - •" .* n rri a— T)m o H Oz Xm O ~~D BUILDINGTJm o Hm 5 ISPECTORO) t 8 R? \J 1 • • 1 DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 \flfj>j - (619)438-1161 ^«P MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS *jL.'jZ-OC2 f*Kl j&.<QHL?LJnT^ l^fe ASSESSOR'S , __ PARCEL NO. 1 1~7 ~ OTO - SX OWNER /"1rifc3<L 'jL/MO^S* OWNER'S ! MAILING ADDRESS £035^ B^AkVfrO'^ "^^ CITY (Jt£/VfO B^AcH ZIP 4^0*7 TEL ^Z^-T-^lC CONTRACTOR ..— y /-• &&y OxJ^tf CONTRACTOR'S MAILING si fAnnoccc <yTo T IWT"it» V/l C1!^/ V**-^ ./Auunt-Oo CITY (E/^l/-"t/^» ZIP *{~2O\^ TEL. ^4-2,-3^Z3 STATE _, _. BUSINESS ,-,1/31 LICENSE NO.I^-SO^rZH LICENSE NO. / 'lol / Ik oc IS LEGAL DESCRIPTION ,JI^L^_^<X-L^-mW^ ^ ^^ |(VttDD rAfec£l_ ^ ^ p/ul W<S DESCRIPTION OF WORK f O/L^Y«,i/C-T"lO f-^ ^^ fSf^xiti ^MA- af*- sa-^r AxueM^- 600 5Q.fT. CONTACT PERSON /-^RTY Moi/r^HEfcV ADDRESS ^IfaO S^#-?t>C/feTi-£ CITY C/^£l~£gA'£> ZIP C\'2£/0<\ TEL. ^40^Z^fe *^tc^- v^-^4- , ^-^.^ PLAN ID NO. 0(7 /fv *-~ ^il? ^OL)^O(.^ 0020 05/04 0101 Q5Miso 675 . 00 VALIDATION AREA 9 [ 3 7 ^ FRTMATFD VAIHATION ^ 1 / ' 1 r\ 0 PI AN CHFHK FFF 001-810-00-00-882T fa f vS"^ IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES Wl U-^fi-gKWEJTED. V k^ >\ ' HWB88 t\ PAID 2? 1 CITY TREASURER */ \ $TY OF r.AR!JSBftO Oi / ^"Cft8LSmCCHEC^ SUBMITTED: ^^^^Cl^O^^iERGY CALCS jg-f^^" 2 1.987 ENERGY CALCS T1J FOR NON RESIDENTIAL BLDGS Q 2 STRUCTURAL CALCS PT 2 SOILS REPORTS Q , 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ DATE SENT TO APPLICANT LA COSTA LETTER SCHOOL FEE FORM P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT'SfelGNATUREX i/ f DATE White - File Yellow - Applicant Pink - Finance Gold - Assessor PERMIT* CB880580 DESCRIPTION: SFD 3084 SF/605 CITY OF CARLSBAD INSPECTION REQUEST FOR 10/02/89 SF GARAGE JOB ADDRESS: APPLICANT: CONTRACTOR: OWNER: 2200 CHESTNUT AV MARTY MONTGOMERY GIBBY, TIMOTHY C LIMOND, MARK PHONE: PHONE: PHONE: STR: 540-2346 619- INSPECTOR AREA PD PLANCK# CB880580 OCC GRP CONSTR. TYPE NEW FL: STE: REMARKS: T3/RS/DAVID/436-7218 SPECIAL INSTRUCTIONS: INSPECTOR TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST 29 PL 39 EL 49 ME f? Final Final Final Final Structural Plumbing Electrical Mechanical 1 ***** INSPECTION HISTORY ***** DATE DESCRIPTION 092589 Final Structural ACT INSP NR PD COMMENTS FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: _ DATE: 9-12-i ir»c»^^a~...» PROJECT NO.: TYPE OF UNIT: CONTACT PERSON:. CONTACT TELEPHONE:. .UNIT NUMBER:PHASE NO.: NUMBER^OF UNITS: Whlta INSPECTED INSPECTED BY: DATE INSPECTED DATE INSPECTED , 4/13/89 • h/3/99r j • DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: T Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ,^^ -.-..• <••'..,-< ,v,.«,.. ,. FINAL BUILDING INSPECTION v PLAN CHECK NUMBER: «*..•;•»*»"1 v«? * **. w«- PROJECT NAME: ' DATE: ADDRESS:iriostnut PROJECT NO.: TYPE OF UNIT: UNIT NUMBER: NUMBER OF UNITS: PHASE NO.: CONTACT PERSON:,ftat>rf Wfrta CONTACT TELEPHONE:, INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: " Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ___ ADDRESS: 2290 RO-T?t>7 ;DATE: 9-12-89 PROJECT NO.: £_ TYPE OF UNIT: cier> CONTACT PERSON:_ CONTACT TELEPHONE:. .UNIT NUMBER: NUMBER OF UNITS: PHASE NO.: David White U36-721K INSPECTED BY:i INSPECTED BY: ' • INSPECTED BY:_ DATE crp o p INSPECTED:. *±__±_ DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Carlsbad Engineering Department (619)438-3367 Rev. 1/86. .WHITE: Suspense BLUE: Water District ';GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: DATE: 9-12-39 ADDRESS: 2200 Chastnut PROJECT NO.: c TYPE OF UNIT: CONTACT PERSON:. .UNIT NUMBER: . NUMBER OF UNITS: . PHASE NO.: TYaviHI Whit* CONTACT TELEPHONE:__JLifi=22ia- INSPECTED*/ BY: OA- • • wl INSPECTED BY: INSPECTED BY: A.*-.ff* . DATE .INSPECTED: DATE INSPECTED: DATE INSPECTED: :APPROVED rAPPROVED APPROVED DISAPPROVED .DISAPPROVED '.. DISAPPROVED COMMENTS:!n T Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE:6 /2g / & & JURISDICTION: PLAN CHECK NO: CITY &8oS&'O PROJECT ADDRESS; PROJECT NAME: SET; IZT A\/£ APPLICANT (jPLANCHECKER QF1LE COPY . QUPS DESIGNER 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 Hi with the jurisdiction's building codes when minor deficien- cies identified _ ke(ocO _ ; _ are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D D The check list transmitted herewith is for your information The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 63 60 Sandcas+fe OSQ U / |H Esgil staff did not advise the applicant contact person that ^^ plan check has been completed. II Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS : ' Telephone # fat-eel By : 1>A VI D Y/\ O ESGIL CORPORATION Enclosures: ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 2O8 SA.N DIEGO, CA 92123 (619) 56O- DATE:/ /8/#£ D APPLICANT rTjfCIM^ CHECKER PLAN CHECK NO: 8f^o5 ftO SET; X PROJECT ADDRESS: -2,2.0 O /°//£5/TA/ZJT AVB PROJECT NAME: Ll M Q M D JURISDICTION: CITY OF CARLSBAD ~~~~~~~~~~~~~~ E COPY UPS DESIGNER I — | The plans transmitted herewith have been corrected where I _ I necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply . — | with the jurisdiction's building codes when minor deficien- I _ I cies identified _ ; _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies |~j 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 |H 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: SAHO a Esgil staff did not advise the applicant contact person that plan check has been completed. *__ Esgil staff did advise applicant that the p_lan /check has W$ been completed. Person contacted: CHO .i Data contacted; ~2IM Telephone f. REMARKS: BY; "DAVID YAP ENCL:- ESGIL CORPORATION PLAN CHECK NO:FOREWORD:PLEASE READ jnRISDICTIOM; CITY OF CARLSBAD TO; CA ENCLOSURES: PROJECT ADDRESS; FLOOR AREA:. STORIES: HEIGHT: REMARKS: PLAN GUY OF CARLSBAD STW3 Jt 7AMTLT AHD IHPf JOT Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: BVJ 7>A\/iD YAQ Applicant contact person: Telephone; 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 construction, regardless adopted by ordinance. apply to residential of the code editions The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. this listTo speed up the recheck process, note on (or a copy) where each correction addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE BOMBERS ARE HOT HI SHJUENCK AS PAGES HAVING NO HENS HEEDING CORRECHOMS WERE DELETED. List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) 0 © © PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite <*208, San Diego, California 92123, (615) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. i (California Business and Professions Code). eSpecify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c). Indicate distance from property proposed building. Section 302(c). lines to i- t- Show on the title sheet all walls, etc. included under Any portion of the project plan that is not included permit application filed identified as "not included, structures, pools, this application. shown on the site with the building should be clearly Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. FIRE FRU1ECT10N 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. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. 12/16/87 f if. ROOM SIZES. LIGHT. VEKTIUCnON AND GLAZCTG Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). (24.) Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms windows are not provided ~Yf\&Si?v hotf-h) j «uno No habitable room, other be less than 7'0" in any 1207 (c). if required openable Section 1205 (a). ry than a. kitchen, shall dimension. Section Show that ceiling height for habitable rooms is a minimum of 7 '6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimension on the plans the 30" clear width. for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. 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. 31.) Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower, floor). Section 5406 (d) 5. TTIM^Tf)' bsxfh (Tj 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. 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 3304 (e). 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 adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. i- i- 12/16/87 Provide stairway and landing details. 3306 (b) & (c). Section a. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. b. Minimum headroom is 6"6". C. Minimum width is 36". All handrails per Section satisfy the following: 3306 (j), shall Provide handrail for stairways with 4 or more risers. Handrail shall be nosing of treads. 30" to 34" above the 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). A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). Provide details of winding stairway complying with Section 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): 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 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. •t. f Spiral stairways may not be used for required exits when the" area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). the walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFIHG Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 12/16/87 5fr. 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. 5/. 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. s/. d. f 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.O. approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AHD CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 All elements supporting floor above garag^, 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. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width . Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOUNDATION KHJUIKtMEHIS Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: 12/16/87 Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have .been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils report recommendations excavations be 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: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations, formings and reinforcements comply with the soils report and approved plan." Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that above finish grade. wood shall be 6" minimum Section 2907 (a). Note on plans that surface water will drain, away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. Dimension foundation per U.B.C. Table 29A: Floors Supported* 1 2 3 Footing Stemwall Width Depth Thickness 6" 8" 10" 12" 15" 18" 6" 7" 8" ""'Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 101. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required by structural calculations, show size, imbedoent and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 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 Section 2516 (c). of 18" x 24". 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 be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FRAMING 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 U 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 10A 1188. 109. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 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. 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. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be 25-Q. in compliance with Table 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; b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2x6 max. 10' max. 20' Non-bearing: 2 Table 25-R-3. 4 max. Ifc', 2 x 6 Studs supporting ceiling must be 3 Table 25-R-3. two floors, x 4 or 2 x a roof and 6 at 16" o.c. 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). Detail all post-to-beam connections and reference plan. Section 2516 (m). and post-to-footing the detail to the Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4713 (d)]. Show 3" x 4" or 2" x 6" of three story building. studs in first story Table 25-R-3. (119) Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans, see bt\ovd Provide roof framing plan and floor framing plan. Section 302 (c). Provide framing sections through Section 302 (c). 122. Speci / wide. Specify all header sizes for opening over 4' Section 2517 (g) 5. 3. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). .24. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). engineer's U on.m/ss 12/16/87 12/. Show on the plans all structural requirements / developed in the structural calculations. / Section 302 (c). (See comments below or at end.) 1/6. 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. 127. Individual concrete or masonry piers shall / project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 128. Show location of attic access with minimum size ' 22" x 30". Section 3205. 12^. 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). 1^2. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. 133. 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 (i). lyS5. Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). 1^6. Detail truss layout for 30" x 30" attic access, if 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. \p%. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). 126. izi. MECHANICAL (UNIFOIM MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of heating and cooling appliances or systems. all 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, 146. "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.O. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709UMC. 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 furnace under the floor, or Section 710 for roof or outside furnace. 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. 12/16/87 ELECTRICAL (NATIONAL ELECTRICAL POPE) All wiring shall comply with the National Electrical Code. (152s) Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. J. Show location of all electrical receptacles. Electrical receptac is not adequate in_ 154. Electrical receptacle locations and/or spacing 7 is 156 Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 157. Note electrical system ground to be provided / per NEC, Art. 250-81. PLUMBING (UNi-KOBM PUMB£NS CODE) 151?. Show water heater size, type and location on ' plans. UPC, Section 1301. 15^. Show source for providing combustion air to / fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the 160. required opening area upper twelve inches of half within the lower Section 1307. Fuel combustion water installed in bath or opening into bath or 1309. shall extend into the the enclosure and one- twelve inches. UPC, heater shall not be bedroom or in a closet bedroom. UPC, Section (16li Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. 162j Show T and P valve on water heater route of discharge line to exterior. UPC, Section 1007 (e). and show Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices. UPC, Section 1003(h) & (i)- Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). BOISE CTSULATIOH (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. ENERGY CORSEKVATIOH: PLEASE READ State regulations (California Admin. Code) require that the design satisfy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. 168. On the title sheet of the plans, provide a / summary of the design features for this project (i.e., R-values, glazing, shading devices, thermal mass, HVAC efficiencies, etc.). 16/. 170. Show on the plans the "R" value for the walls, floors, ceiling and related areas. Show double glazing as Glazing Schedule. per Energy Design, on Show on the plan how shading satisfied. requirements are Show on the plans the thermal mass areas as indicated in the energy documentation. "ff" S -fhe Vnode PALL -f/n yj Win..7.T" 12/16/87 173. The plans are not in compliance with the energy / conservation compliance package selected or / design calculations provided. Show on plans conformance as follows: 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. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. CARLSBAD S.F.D. & 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). 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 acceptable 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 3203(e). City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. Please 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 questions regarding these plan check items, please contact VAC? at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: 1. 2. 3. 12/17/87 10 THE FOLUVDJG NOTES SPEOmDC HANDATCJa REQUIREMENTS SHOULD BE INCORPORATED 0« PLAN SHEETS, OR CONTAINED vnHui JOB SPECIFICATION DOCUMENTS. (1) All heating, ventilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission. (2) A two stage thermostat, which controls the supplementary heat on its second stage, shall be provided for heat pumps. (3) Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in 24 hours. (4) Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. (5) All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. (6) All fan systems exhausting air to the outside shall be provided with backdraft dampers. (7) All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition. (8) A vapor barrier is required in clisate zone 1, 14, and 16. (9) All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall ba certified and labeled. (10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (11) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (12) The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a minimum of R-3. Steam and steam condensation return; piping and recalculating hot water piping outside the building envelope shall be insulated in accordance with T20-1406(d). (13) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. (14) Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. (15) Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. (16) Insulation used shall comply with California Quality Standards. (17) The insulation installer shall post, a signed certificate...Section.276- Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. (18) For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Fora ECH 3/S/86 CITY OF CARLSBAD Table 7. Alternative Component Packages, Climate Zone 7 Building Measure INSULATION. R-VALUE MINIMUM Ceiling Wall •Heavy' Vail 'Light Mass" Wall Slab Floor Perimeter Raised Floor ATTIC3 GLAZING Maximum U-Value Maximum Total Area Z Maximum Total Nonsouth Area Z Minimum Total South Area Z SHADING COEFFICIENT Sooth-facing Glazing West-facing Glaring North-facing Glazing East-facing Glazing THERMAL MASS EQUIVALENT I Slab Floor Exposed7* 8 INFILTRATION CONTROL Continuous Barrier Electrical Outlet Plate Caskets Alr-To-Air Heat Exchanger SPACE HEATING SYSTEM Gas Furnace Seasonal Efficiency Z Heat Pump ACOP Electric Resistance11 SPACE COOLING SYSTEM A/C or Heat Pump SEER WATER HEATING SYSTEM Gas, Heat Pump or Solar with Any Backup I Solar with Gas Backup Package Designation ABCDE123456 19 11 2.5 4.C NR 11 NR 1.1 NR 9.6 6.4 NR NR NR NR SO NR- NR NR MIN 2.5 »0 IEQ 1 30 11 2.5 3.5 7 11 NR .65 14 NA NR NR NR NR NR NR NR NR NR MIN 2.5 NO IEQ ! 19 11 2.5 3.5 NR 11 NR 1.1 14 NA NR NR NR NR NR NR NR NR NR MIN 2.5 NO I IEQ 30 11 NA NA NR NA REQ l .65 20 NA NR NR NR NR NR 25 NR NR NR MIN 2.5 NO IEQ 1 30 11 NA NA NA 19 REQ .65 20 NA NR NR .36 NR NR 5 NR NR NR MIN 2.5 NO IEQ 1 30 11 2.5 NA NR NR REQ .65 20 NR NR NR NR NR NR 25 NR NR NR MIN 2.5 NO IEQ 19 11 2.5 NA NR NR NR 1.1 24' NR NR NR NR NR NR 25 NR NR NR MIN 2.5 NO I IREQ 30 11 2.5 NA NR 19 REQ .65 20 NR NR NR NR NR NR • 20 NR NR NR MIN 2.5 NO IEQ I 19 11 2.5 NA NR 19 NR 1.1 24 NR NR NR NR NR NR 15 NR NR NR MIN 2.5 NO I IEQ 30 11 2.5 NA 7 11 SR .65 NR 8.4 5.6 NR NR NR NR NR NR NR NR YES IEQ 1 19 11 2.5 NA . NR 11 NR .65 NR 9.6 6.4 NR NR NR NR 50 NR NR NR YES IEQ Appendix B B-9 C-70 AC?\i\v\QS Table 17. Notes for Tables 1 through 16 LEGEND: NR - Not required, N/A - Noc applicable, REQ - Required, KIN - Minimum efficiencies required by Section 2-5306 of the regulation. NO - Heating system type not allowed, YES - Beating system type allowed. 3. Whenever an attic is required, it must cover at least three-quarters (3/4) of the ceiling area over conditioned space and be vented. 7. In alternative component packages which require thermal mass (other than Package A), the specified percentage of mass must be directly exposed to the conditioned space. To determine the floor area directly exposed to the conditioned space. To determine the floor area, count only the first floor in conditioned areas. Pncarpeted first floor areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility closets may all be counted • towards this requirement. 8. Thermal mass required for Packages 2,1,2,3 and 4 must be either equivalent to a slab floor covering one-fourth (25 percent) of the floor area with a thickness of at least 2 inches and a volumetric heat capacity of 28 Btu/ft3 *F (see below for surface area of materials examples) or provide the minimum total mass capacity listed in Table 17 of Appendix A (use the Point System to calculate the mass for other materials). Climate Zone 7 Slab Floor I 15 20 25 4- brick exposed one side 21 28 35 Concrete block 90 pcf block density, grouted 4" 18 24 30 6" 17 22 28 Concrete block 140 pcf block density, solid grouted 4' 14 18 23 6" 13 18 22 11. For- Packages 5 and shall have two or unit. 6 electric resistance and radiant heating systems more separately controlled zones in each dwelling DEVELOPMENTAL M ^^T M 1200 ELM AVENUE SERVICES WtyjM CARLSBAD. CA B2006-1989 BUILDING DEPARTMENT \t3z& (019) *3»-5S25 ^^ff^Sr Citp of Cartebab THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action oh this Property: Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PLAN CHECK NUMBER cd 112383 Date: Prepared "byj CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE Sldg. Dept, Esgil PLAN CHICK N0. BUILDING ADDRESS __ APPLICANT/CONTACT . BUILDING OCCUPANCY PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION living areo^ Qtn^^f v O Air Conditioninff Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 3o 8 4 •(. «JT . • VALUATION MULTIPLIER <,(, 17 @ & § VALUE 202,544- I&2.&5 "*" '^3,8-2°) Building Permit Fee $ Plan Check Fee_$ (03 COM Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET / OF / 12/87 4-1 CO Q DQ 73 V .2 (D C£ (U 4-*to O >. 00 73V S .2 '> (U£ (U 4-1 (0 0 CO <u OL ENGINEERING Date: S//8/8&. ' / Plan Check No. ^S05"8O Project Address : 22CO CH£sT*iar i£j&V£ $S£ Project Name : //AJO^O /&£J££to6£ Field Check Date: ^ /?!)$<& By: ^7^^ LEGAL REQUIREMENTS Site Plan CHECKLIST LEGEND /n/ 1,2,3 Ud I Item Complete Item Incomplete Your Action - Needs N u mbe r in circle indicates plancheck number that deficiency was identified D D nan a a a a p p p p D P P D P D "n , p n p. n a D 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE 7. Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8 Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc) . Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED REMARKS: 10. Park-in-Lieu fees required. Quadrant: Fee Per Unit: 11. Traffic impact fee required. Fee Per Unit: ^>OD^^ . Total Fee: 12. Bridge and Thoroughfare fee required. Fee Per Unit: Total Fee: 13. Public facilities fee required. 14. Facilities management fee required. Fee: joTl 15. Additional EDU's required/, Sewer connection fee: -Total Fee: ^— ' ^~ Sewer permit no. 16. Sewer lateral required: O.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. B 0 OQ -Q Q) 5 '> o: ^i (D Q 0} 73(U 5 .2'> 0) Qi 0) to 0 OQ T3(U 5 .2> d>cd i- CN ro =«==«==«= u u ua. Q. a. Dm D D D D D-D D D D PLANNING CHECKLIST AddressPlan Check No. Qgfo5BO Type of Project and Use Zone /?- J _ Use Allowed? YES (X^ Setback: Front QK Side Q< Rear Q^" NO Facilities Management Zone School District: Discretionary Action Required Environmental Required Landscape Plan Required Comments San Dieguito Carlsbad ^. YES Encinitas San Marcos YES YES NO DC Type NO NO Coastal Permit Required Additional Comments YES NO OK TO ISSSSJJE-^>DATE P. D. ALAN CORP. 7518 Quinta Street CARLSBAD, CALIFORNIA 92008 (619) 436-1191 SHEET NO.-OF- CALCULATED BY- CHECKED BY SCALE D.T. J4- DATE- DATE — //\ ']^~ 1 / 1 * 1%z>.r?£a-r:f\}'ni*.. !i ! r- ! 1 / !\/~r'a/7i & j,' ...... i ......... : / ::::•!/ : : L3L j i !.. 2U S.fes /-' . / i MJ&AM r^^r '2* ne!. P. D. ALAN CORP. 7518Quinta Street CARLSBAD. CALIFORNIA 92008 (619) 436-1191 JOB- SHEET NO.- CALCULATED BY- CHECKED BY SCALE nr OF DATE- DATE- :Z ! / x /i <=>l/.jx 1/i Z P. D. 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SCALE fYT OF DATE- DATE- 2 &.7fjf "K..\^.m m^££3r^SM /!-! '.ijfe. ••• j | I ! 1 i 1 I | )sr>rfj- I- ; I i • i • i | •; / j | : i ! I i" y| ! ; 1 1 1 f\ i 1 1 ! 1 i i ! 1 i 1 1 /^>ej^ ill i i i i ! i i i i i if ; ! i : \ i / i ; ! •*• -l'~ ! ^ i ! i i l\ ''• '•• : ^> 7\ &>£.?>£(': <*CT j ^/VC/ ill! ! ! | | 1 1 1 1 ! ' 'I 1 -PV\dtrcc tiarj .[ , if- /! P. D. ALAN CORP. 7518 Quinta Street CARLSBAD, CALIFORNIA 92008 (619) 436-1191 JOB- SHEET NO.- CALCULATED BY- CHECKED BY SCALE DT OF DATE- DATE- ¥ k.b k&zs*: i4fe.J2.jif ^ ^m^rh !$ !/*Jia3l.fc. .../ti^./....4zxl/..| rij ; f 5/ . i . > ti/0''vp-/i EJL P. D. ALAN CORP. 7518 Quinta Street CARLSBAD, CALIFORNIA 92008 (619) 436-1191 JOB-/////?£> SHEET NO.-IL CALCULATED BY- CHECKED BY SCALE or- OF DATE- DATE- ... < !"7 i •) \ '/ <£>h<&T... .^.. I / P. D. ALAN CORP. 7518 Quinta Street CARLSBAD. CALIFORNIA 92008 (619) 436-1191 JOB- SHEET NO.- CALCULATED BY- CHECKED BY SCALE OF DATE- DATE- a 4 ..... .. */ . !. P. D. ALAN CORP. 7518 Quinta Street CARLSBAD, CALIFORNIA 92008 (619) 436-1191 JOB-//////? s SHEET NO.-/*> CALCULATED BY- CHECKED BY SCALE OF DATE- DATE- '/ m er&>j PRODUCI7M.I /A^/iV7(nr r.mlnn M>u 1)1471 P. D. ALAN CORP. 7518 Quinta Street CARLSBAD. CALIFORNIA 92008 (619) 436-1191 JOB- SHEET NO..OP 14- CALCULATED BY- CHECKED BY SCALE DATE- DATE "7 .! *rK?+ $$&* fe^fe^' .1 ctt^n <, '/ e PROWICI 2M.1 //V^TT-?/ !nc Gmfop MJSS 0!*)1 ..••'.'• SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 628O RIVERDALE ST. SAN DIEGD, CALIF. 9212D • TELE ZBO-4321 • P.O. BOX 2D627 SAN DIEGD, CALIF. 9212O ENTERPRISE ESCONDIDD,CALIF.9 Z O 2 5 746-4544 January 26, 1988 Martell Development 476 Del age Court Encinitas, California 92024 SCS4T 8621221 Report No. 3 SUBJECT: Update Letter, Proposed Three Lot Subdivision, 2190 Chesnut, Carlsbad, California. REFERENCE: "Site Preparation and Foundation Recommendations, Proposed Three Lot Subdivision", Southern California Soil and Testing, Inc., November 12, 1986. Gentl emen : In accordance with your request we have prepared this update letter for the subject project. As indicated by a site reconnaissance one of the subject lots has already been developed. The remaining two sites (Pits Number 1 and 3) remain in an undeveloped condition. Minor grubbing has been performed on the eastern lot (Pit Number 3). It is our opinion that the existing geotechnical conditions are essentially similar to those encountered during the original investigation. Therefore, the recommendations provided in the referenced report are still applicable and should be implemented. However, due to minor grubbing performed on the eastern lot, the depth to firm natural ground may be more than the 1.5 foot initially anticipated. If you should have any questions after reviewing this report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN C-IFORN SOI ING, INC. Daniel B. Adler, R.C.E. #,JoO<37 DBA:nr cc: (4) Submitted (1) SCS&T, Escondido SOUTHERN CALIFORNIA SOIL AND TESTING, SITE PREPARATION AND FOUNDATION RECOMMENDATIONS PROPOSED THREE LOT SUBDIVISION 2190 CHESTNUT AVENUE CARLSBAD, CALIFORNIA PREPARED FOR: Mr. Hally Mull Ins 2190 Chestnut Avenue Carlsbad, California 92008 PREPARED BY: Southern California Soil A Testing, Inc. Post Office Box 20627 . 6280 Riverdale Street San Diego, California 92120 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 628O RIVERDALE ST. SAN DIEGO, CALIF. 9212O • TELE 2SD-4321 • P.O. BOX 2D627 SAN DIEGO, CALIF. 9212Q CALIF. 9ZO25 • TELE 746-45446 7 ENTERPRISE ESCONDIDD, November 12, 1986 Mr. Wally Mull ins 2190 Chestnut Avenue Carlsbad, California 92008 SCS&T 8621221 Report No. 1 SUBJECT: Site Preparation and Foundation Recommendations, Proposed Three Lot Subdivision, 2190 Chestnut Avenue, Carlsbad, California. Dear Mr. Mull ins: In accordance with your request, we are providing herein site preparation and foundation recommendations for the subject project. PROJECT DESCRIPTION It is our understanding that the site will be developed to receive three residential structures of wood-frame construction. Shallow foundations and conventional siab-on-grade floor systems are anticipated. Grading will consist of cuts and fills less than five feet deep. SITE DESCRIPTION The project site is located at 2190 Chestnut Avenue in the City of Carlsbad (see attached Plate Number 1). The site is bounded on the east and north by residential property, on the south by Chestnut Avenue and on the west by Seaview Way. The two parcels adjacent to Seaview Way are vacant. SOUTHERN CALIFORNIA SOIL AND TESTING,I N C SCS&T 8621221 November 12, 1986 Page 2 Improvements on the third parcel consist of a four foot high masonry retaining wall and a portion of an existing garage encroaching its northern boundary. The site slopes gently towards the southwest. SOIL DESCRIPTION As exposed in three shallow test pits, the site Is covered by up to 0.5 foot of loose humid, brown silty sandy topsoil. Terrace deposits consisting of medium dense, slightly porous, moist, red-brown, silty sand underlie the surficlal soils to the maximum exploration depth of 1.5 feet. An expansion Index test was performed on a representative sample of the terrace deposits. The test results are presented on Plate Number 2 and indicate a nonexpanslve foundation soil condition. CONCLUSIONS AND RECOMMENDATIONS GENERAL No geotechnical conditions were found which will preclude site development as presently proposed. The site is underlain by up to 0.5 foot of compressible soils. This material will require densiflcation or special foundation consideration. The underlying terrace deposits are typically low to moderately compressible. This condition will require additional reinforcement. Recommendations for both alternatives are provided herein. The prevailing foundation soils were found to be nonexpansive. The following recommendations reflect this condition. SITE PREPARATION Site preparation should consist of the removal of any vegeration and deleterious matter from areas to receive settlement sensitive improvements (exterior slabs and driveways included). Existing topsoils should be scarified to a depth of 12 inches, watered thoroughly and recompacted to at least 90* as determined in accordance to ASTM D-1557-78 Method A or C. SCSAT 8621221 November 12, 1986 Page 3 DRAINAGE: The site should be graded and maintained such that surface drainage Is directed away from the structures Into swales or other controlled drainage devices. EARTHWORK: All earthwork and grading contemplated for site preparation should be accomplished in accordance with the attached Recommended Grading Specifications and Special Provisions. All special site preparation recommendations presented in the sections above will supersede those in the standard Recommended Grading Specifications. All embankments, structural fill and fill should be compacted to at least 90% relative compaction at or slightly over optimum moisture content. Utility trench backfill within five feet of the proposed structures and beneath asphalt pavements should be compacted to minimum of 90% of its maximum dry density. The maximum dry density of each soil type should be determined in accordance with A.S.T.M. Test Method D-1557-78, Method A or C. FOUNDATIONS A) EXISTING SURFICIAL SOILS DENSIFIED GENERAL: Shallow foundations may be utilized for the support of the proposed structure. The footings should have a minimum depth of 12 Inches. A minimum width of 12 Inches and 24 inches is recommended for continuous and isolated footings, respectively. A bearing capacity of 1000 psf may be assumed for said footings. This bearing capacity may be increased by one-third when considering wind and/or seismic forces. REINFORCEMENT: Both exterior and interior continuous footings should be reinforced with one #5 bars positioned near the bottom of the footing and one #5 bars positioned near the top of the footing. This reinforcement Is based on soil characteristics and is not intended to be in lieu of reinforcement necessary to satisfy structural considerations. CONCRETE SLABS-ON-GRADE: Concrete slabs-on-grade should have a minimum, actual thickness of four inches and be underlain by a four-Inch blanket of SCS&T 8621221 November 12, 1986 Page 4 clean poorly graded coarse sand or crushed rock. The slab should be reinforced with No. 3 reinforcing bars placed at 36 inches on center each way. A 6"x6"-W1.4xH1.4 welded wire mesh may be used in lieu of the rebars. Special care should be exercised during concrete placement so that the mesh is placed approximately at the middle of the slab. Where moisture sensitive floor coverings are planned, a visqueen barrier should be placed on top of the sand layer. A two-inch-thick layer of clean sand should be placed over the visqueen to allow for proper concrete curing. B) EXISTING SURFICIAL SOILS TO REMAIN UNDISTURBED GENERAL: Shallow foundations may be utilized for the support of the proposed structure. The footings should have a minimum depth of 12 inches below lowest adjacent finish grade and extend at least six inches into firm natural ground. Based on our findings, maximum footing depth will be 18 inches. A minimum width of 12 inches and 24 Inches is recommended for continuous and isolated footings, respectively. A bearing capacity of 1000 psf may be assumed for said footings. This bearing capacity may be increased by one-third when considering wind and/or seismic forces. REINFORCEMENT: Both exterior and interior continuous footings should be reinforced with one #5 bars positioned near the bottom of the footing and one 15 bars positioned near the top of the footing. This reinforcement is based on soil characteristics and 1s not intended to be in lieu of reinforcement necessary to satisfy structural considerations. CONCRETE SLABS-OH-GRADE: Concrete siabs-on-grade should have a minimum actual thickness of five Inches and be underlain by a four-Inch blanket of clean, poorly graded, coarse sand or crushed rock. The slab should be reinforced with No. 3 reinforcing bars placed at 18 inches on center each way. The rebars should extend at least 12 inches into the footings. Where moisture sensitive floor coverings are planned, a visqueen barrier should be placed on top of the sand layer. A two-inch-thick layer of clean sand should be placed over the visqueen to allow proper concrete curing. SCS4T 8621221 November 12, 1986 Page 5 EXTERIOR SLABS-ON-GRADE: Exterior slabs should have a minimum thickness of four inches. Walks or slabs five feet in width should be reinforced with 6"x6"-W1.4xW1.4 (6"x6"-10/10) welded wire mesh and provided with weakened plane joints. Any slabs between five and ten feet should be provided with longitudinal weakened plane joints at the center line. Slabs exceeding ten feet in width should be provided with a weakened plane joint located three feet Inside the exterior perimeter as indicated on attached Plate Number 3. Both traverse and longitudinal weakened plane joints should be constructed as detailed in Plate Number 3. Exterior slabs adjacent to doors and garage openings should be connected to the footings by dowels consisting of No. 3 reinforcing bars placed at 24-1 nch Intervals extending 18 Inches into the footing and the slab. FOUNDATION EXCAVATION OBSERVATION: All footing excavations should be observed by a representative from this office to ascertain that the footings extend into the proper bearing stratum. LIMITATIONS The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations and/or cut and fill slopes may be influenced by undisclosed or unforeseen variations In the soil conditions that may occur In the intermediate and unexplored areas. Any unususal conditions not covered in this report that may be encountered during construction should be brought to the attention of the soils engineer so that he may make modifications if necessary. In addition, this office should be advised of any changes in the project scope or proposed site grading so that it may be determined if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. SCS4T 8621221 November 12, 1986 Page 6 If you have any questions regarding this report please contact our office. Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING,, INC. LB.S Daniel B. Adler, R.C.E. #36037 OBA:mw cc: (6) Submitted (1) SCS&T, Escondido j~EXISTINQ~! RESIDENCE) -J LEGEND: PIT TEST LOCATION SOUTHERN CALIFORNIA SOIL A TESTING,INO. Three Lot Subdivision BY:DBA JOB NUMBER: 8621221 DATE: 11-13-86 Plate No. 1 EXPANSION INDEX TEST Initial Moisture Content 8.6 % Initial Dry Density 115.6 pcf Final Moisture Content 15.5 % Normal Stress 144.7 psf Expansion Index 8 CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX POTENTIAL EXPANSION 1-20 very low 21-50 low 51-90 medium 91-130 high Above 130 very high SCS&T 8621221 November 12, 1986 Plate Number 2 !\v . . • ^ WEAKENED PI AMP ' •• rLMI'lt . JOINTS •'•".• . ' '.'.'••'••'•:'•:'.• 10' ^ •:-S -•*. ^TRANSVERSE WFAKFNFnnCMlNCIiCJJ PLANE JOINTS 6' ON CENTER (MAX,) -j ij w W/2 ^ *-w'. '. 5'- iW/2 •'•'•"^1 -10' SLABS IN EXCESS OF 10 FEET IN WIDTH SLABS 5 TO 10 FEET IN WIDTH PLAN N.T.S, V ;. -. : -.;•;. •• VU/ \ ' • • ' V •:;•'; ;.'.';'• •';.'• Y •.•'-•••-•'.•: • \ » • O • ,• • * O \ '4 I.- -.'. . • . , V ••.'., O • ' O " • . • • • • o li _ i/a iu 1/4 JOINT SEALER \ •^:--:<-^\ ..• - ..-••- • \ 6 " . . • •'.-'•'•'".•.'.'••'.' '-*/C ..-* '.^T\^. •'..".•: -..'.'.••/ \ :• •.-«,•. -i -v ?••. •• :»•.-.• .•».• A \6"x6"-10/10 WWM 3" STRIP IN ADDITION 6"x6"-10/10 WWM CONTINUOUS DETAIL-WEAKENED PLANE JOINT N.T.S, S\ SOUTHERN CALIFORNIA XSLJ^ SOIL * TEST|NO| INC. ^^~^^r •••O HIVBPOALM STRBBT ^^^T *AN OIBBO, CALIFORNIA ••1KO Three Lot Subdivision BY DBA JOBN°- 8621221 DATE 11-13-86 Plate No. 3 xxxxxxxxxxxxxxxxxxxx COMPLIANCE STATEMENT xxxxxxxxxxxxxx****** FASHANDI AND ASSOCIATES 135 Liverpool Dr. Cardiff, ca 92007 (619)944-7073 We have reviewed the plans and have provided the following calculations which to the best of our knowledge are in substantial compliance with the C.A.C. Tilte 24 part 2, chapter 2-53 using: (1) COMPONENT PACKAGES PROJECT: MULLINS CHESNUT (2) POINT SYSTEM (CARLSBAD) **** (3) MICROPAS COMPUTER PROGRAM (4) 16% ADDITION METHOD (5) OLD METHOD (OVER 3 STORIES, HOTELS AND MOTELS) (6) NEW NON RESIDENTIAL PERFORMANCE METHOD TONY FASHANDI P.E, CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-LL61 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 6350 Yarrow Drive Ste. A Carlsbad, CA 92009 (438-5710) Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) Project Applicant: Project Address: o A/C/ , C* W-f* RESIDENTIAL: SQ. FT. of living area 3 O< SQ. FT. of covered area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School 625 North Vulcan Encinitas, CA 92024 (753-6491) APN: /v'7 - D7b - Number of dwelling units SQ. FT. of garage area ^ / Date 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: $ Comm/Indust Fee Levied: $ based on based on sq. ft.@ Shool District Official Title Date AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial.