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HomeMy WebLinkAbout1761 BRUCE RD; ; 85-118; PermitDECLARATIONS WORKER'S COMPENSATION OWNERllUlLDER LENDER r-----ll 11 --c CONTRACTOR I 7l--l - 4 IF IQ I- C c- -It.. f -+ +- i Id CAJ .LL I, -4 I I I m N N 0 I White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor Pink - Applicant Gold - Temporary File I : 0 1 n 0 cl b n n 0 rn I- rn 0 -I z 0 C z 0 rn 50 G) n 0 C z 0 0 n n rn c n - L - n rn rn n 0 VI rn 13 C 0 rn 0 rn 3 I- 7 - -I B n D n < - h 1 rn D -i I z a 0 n 0 0 -n 0 - v, I rn D n - \ -7- I 1 t ~ p .%-mqw+&F-.w- -“?-q”’c7--- . ‘e, MISCELLANEOUS 1200 ELM, CARLSBAD, CA 92008 TEL. (619) 438-5525 State LIC. city S. Classif. %&- Uc. No. 2OMPLETE FOR PLAN CHECK ONLY -EGAL DESCRIPTION 70 1 ASSESSORS PARCEL NO - -‘yoo’-+\ DESCRIPTION OF WORK && dii3 &L DESIGNERADDRESS LqO a- Signature of Applica W-D.e46-85 MISCELLANEOUS FEE RECEIPT 8 PLAN CHECK FEE 01-00-00-8808 0 VALUATION - 0 DEMOLlTiON 0 HOUSE MOVING 0 PARKS AND RECREATION FEE 0 PUBLIC FACILITIES FEE SCHOOL FEE ~ QISTRICT Carlsbad 0 Encinitas 0 , Sen Diego I San Marcoss CERTIFICATE OF OCCUPANCY .- - I1 I 0 I 0’ I +” I n I n White - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor - I U n *WARNING: PLAN CHECK FEES, WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMYEMTS: c To: ENGINEERING, FIRE, PLANNING, UTILITIES FINAL INSPECTION Date Address /76/ fikucp. Plan # PP///’ Q. u; E Type of Construction Stp Person to Contact Ph. No. Date I(- 7 - 8 sp~ov& // /C/k / or- r. Fire / Prevention Date Approved Planning Department Date Approved Utilities Department Date Approved Comments: IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL. To: ENGINEERING, FlRE, PUNNiMG, UTlLmES FINAL INSPECTION Date Address /76/ b/?U ce- Type of Construction SFD Ph. No. ’ Person to Contact Date Approved Flre Prevention Date Approved Planning Department Date Approved Date////fi/&-Approved 0. - Com ment s: *i c*D( IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL. ESGIL CORPORATION B320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: 1L/- 25- 8 if JURISDICTION: CPHL 5 434 Q PLAN CHECK NO: 85//8 PROJECT ADDRESS: / 76 / m 0 0 .. 0 . 0 0 0 a FILE COPY 0 DESIGNER 0 UPS The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your Information. The plans are being held at Esgil Corp.'until corrected plans are submitted for recheck. The applicants 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: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: I BY: /li!d ENCL: HGIL CORPORATION Form 31584 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92 123 (619) 560-1468 0 0 0 .m 0 a FILE COTY 0 DESIGNER a UPS The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and' checked by building department staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp.'until corrected plans are submitted for recheck. The applicants 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: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: ENCL: ASGIL CORPORATIOTI Form 31584 ... . Enclosures: CARLSfiA0. CA. ?ZOO$ Date plans received by 'jurisdiction 3/27 Date plans received by plan checker 3/zC Date initial plan check completed ?N$fby&li*' FORWARD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. to be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. All circled items have A. 0 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 facilitate recgecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. to: &,, @e&q q.320 rrdc A&?AT~ Da. 34Irg 208 S4AJ,d4Q<o A. 92/23 0 APPLICANT COPY 0 JURISDICTION COPY 0 PLAN CHECXER COPY 0 FILE COPY 1 . I 41784 ............. -. .... At tachnent C Form 2 (Revised. 3/84) Climate Zones 1, 3. 5. 7. and 16 .. ... COMPLIANCE CHECKLIST '" . ' ' ' For Lou-Rise Residential Buildings Step 1: Enter on the form the values for each measure from your building plan Step 2: Enter pofnts on this page while working through the point system ,. (except hotels and motels) .. ......... .. .. and speclflcations sheet. .. ... Measure Points -- Building Shell 'Total Flow Area . . ... .. .5.. . 9377.25ft2 1. Slab-on-Ground; Pcr1me;e; jd& it., Depih*&in. ...... R-- -I 4. Wall Insulation or Construction Assembly. R- e ..................... .......... 2. Raised Floor R-value. 3. Ceiling Insulatfon or Constructlon Assembly Attic, Percent of Roof Over Condltloned Space DZ ...... ........... Double Trl pl e - Glazing; Total X Floor Area Single 5. North-Facing. .. 6. East-Facing ... 7. South-Facing. .. 8. West-Facing ... 9. Skylight. ft 10. Shading Coefficient (excluding overhang) a. East. .............. €+St.. ........... e c. West.. .. .(. ........ ............. d. Skylight ............. USC ............. 12. Movable Insulatfon, X Floor Area. ... .... ...... e 14. Thermal Mass .............. ............. 3 b. South. 11. Horizontal South Overhang Length. ... *it ............. 13. Infiltration (indicate Standard, Medium omt) 33 Area, Heat Capacity, R-value ....... ert2, - HC. R- - Exterior Wall Thetmal Mass Interior Theimal Mass Area, Heat Capacity, R-value ....... mt2, 9AHC. R-a , * .. I .I a 'HVAC Sjstem*+ 15. Gas Furnace (Seasonal Efflcfency) ............... &OSE e 16. Active Solar (Net Solar Fractlon, X) ............. Resfstance Space Heating ............. (Yes/No) - .............. *Heat Pumd I( Energy Efficiency Ratto) .&d+EER --s *Refrigeration Cooling (Seasonal Energy ...................... -*;NE:: Ef f ic i ency Rat io ) . 17. Zonally Controlled Electrfc . Domestlc Water Heatinp' 18. Solar With Gas Backup (Net Solar Fractlon, X) , , , u!&rNSF 19. Othor Water Heattng (Dorcrtbe type) ' /L$ -Es * ' .............. -7 Point System Compliance Total. - *Checklist items; not a pofnt system measure. ... 058:08 R2 3/28/84 VH/dr -- Attachment C A LtnrkD LPSLIF', ~~P..-LIIP Form 2 (Revised 3/84) Climate Zones 1. 3. 5, 7, and 16 1'lLpI ExLEL eD .... . I. . -5w,ch' 92Cce 4 I, .. COMPLIANCE CHECKLIST "' ' ' For Lou-Rise Residential Buildings (except hotels and motels) ........ .. ..... . .I ........ ... Step 1: Enter on the form the values for each measure from your building plan Step 2: Enter points on this page while working through the point system and specifications sheet. Building Shell *Total Flow Area ................. 1. Slab-on-Ground; Perimeter rJlA ft., Depth &in. 2. Raised Floor R-value. ............... 3. Ceiling Insulation or Construction Assembly .... 4. Wall Insulation or Construction Assembly. ..... Attic, Percent of Roof Over Condltfoned Space mX ..-.... ...... ...... ...... ...... ...... Measure points - Double Triple - Glazing; Total X Floor Area Single 5. North-Facing. .. -2 E 'I 6. East-Facing . . , .. ... .... 7. South-Facing. 8. West-Facing 9. Skylight. - 10. Shadfng Coefftcient (excluding overhang) a. East.. ............. eSC. ............. e b. South. c. Vest.. .. .(. ........ d. Skylight ............. 1.n sc ............. 12. Movable Insulation, X Floor Area. ... .... ...... e 14. Thermal Mass .............. : : : : : : : : : : : : : * 11. Horizontal South Overhang Length. , . . *;t ............. 13. Infiltration (indicate Standard, Mediun omt) 5&- 3z Area, Heat Capacity, R-value ....... 3103t2. ~AHC. R-= +4- *Heat Pump (Energy Efficiency Ratio) .............. TEER e HC, R-. . 2 Exterior Wall Thcnnal Mass Interior Thehnal Mass Area, Heat Capaclty. R-value ........ eft . - HVAC System** ' 15. Gas Furnace (Seasonal Efficiency) ............... WSE. E 16. Active Solar (Net Solar Fraction, X) ............. Resistance Space Heating ............. (Yes/No) *Refrigeration Cooling (Seasonal Energy ...................... -*&;E Ef f i c iency Ratio 1 17, Zonally Controlled Electric . Domestlc Water Heatin$* 18. 19. Solar With Gas Backup (Net Solar Fractlon, Z) U!P%MF E -8 .............. -7 Point System Compliance Total. - Other Water Haattnp (Otscrtbe type) '/> ' ' *Checklist items; not a point system measure. **Attach documentatlon for efflclencfes and NSF. 5>cm1 ~@Cz,,AU& LQaL FPCdFwAL 'b ' dAl.E. I" 32'. - f- -.:ec3LY fy-Lx4 - ?DlJL 7 - - - - - - - - - - -23 + ESGIL CORPOFWTXON 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92 I23 (619) 560-1468 DATE: 34 5- 95 PLAN CHECK NO: g$. -//'q 0 UPS JURISDICTION: A PRi s A AU FILE COPY 0 DESIGNER PROJECT ADDRESS: /76/ &ucd The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 cl The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. 0 The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp.'until corrected plans are submitted for recheck. The applicants 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: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: BY: ENCL: ESGIL CORPORATION Form 31584 0 APPLICANT COPY .. .. 0 CITY COPY PUN CHECKER COPY subaic fully diwnsioned plot plan dram @ eo scale shoving location sire, and uae of all ezlating and proposod s~mctures on the lot. Identify proporty liner and snow lot diunxand a11 easwnts. mow loeation of all at or fill sl0p.s and approximate Zlnlsh floor alevatlons roc ~LL st~cturea ana ah- eIevat~ons at Indicate distance fra center-line of sera& ''a or alloy to proporty line and distanco Ira curh to property line. Su. lO2(b)7 Plans, sp.cificatlons and calculatfons shall engln-r or archltoet. (CJlffOCIIh ~usJry8 and Profeaaionr Code) AL1 S.C.ml7. B. ?tRC PRQTUXIOB wall8 closor than 3 feet to pmporty lines rhall be ono-hour firo-ratod construction, havr no oponingr, and rhrll have 30 inch parapatr when the buildfnq floor aru OXE..~. 1.000 square feot on any floor. (Table S-A See. 1709(aJ .. . y. ~rojections, including eaves, my not extend more than 12 inches into tho 3 foot 10cb~ck from tho property line. See. 1710 urd See. SO4tbJ projections, includfng aavms, shall bo on- ebbor or of non-corbusfible rrterial if they project into Me 3 satback area fm the property line. See. 1710 Show locacion of 5crmnently vir& &ke detcctor. See. 1210 C. ROOU SIZES. LICRT. WX?IUTIONS AM) GuZIffi . One rwm mat contain a rlniaum of 150 square 26. tlabitable rooms, ocher than kltchens, shall mntaln at least 70 square foet of floor area. See. 1207(bI @Window area must k at least 1/10 of the floor area and a minimum of IO square fret Appcara to k deffcient JURISDICPION: &fl!.sdad OATZ 3 4/54-!$5 PROJECT ADDRUS~ 17 61 fi/?~rcc? /A TO8 ~~L/cs~~d~6 HdAlrt: 14/5 01' l3.4, IAhRrYld4 hh Po ne; /04/' - CaR'qndUS I c4 52008 Pun coRknroti sm S1WX.Z ?ANXLY ANU DUPLZX 0WKLLIK;s Plan Check No. F 5 9 Eaeo plans roaivod by jurisdiction -6- ??g Data plan8 mcaived by plan ehuker 3 - 8 e 9 $' hte initi&L Q1.n Cbck -plOtod.,3" MREHFRD: PLUSE READ by& TCL (619) mlurl Plan cheek is lfmited to technical r.rquiraP.nts contained in thm Uniform Building Code, Unifoa Plumbinq Cod., Uniform Hechanfcal Code, National electrical Cod. and state law rqulating urorpy conservation, noise attenuation and aCCm.8 for the bndicappad. The plan cheek is b~sd On rrguhtions enforcod by tho Building IMg.CtiOn Department. You uy hve ocher currutloas bred on laus and ordinances enforced by th* Planning b.p.rtP.nt, ~gincering mparwnt or other dmpartmonts. The ltens eirclod bolo* need clarification. modification or chango. CG be rat1sfl.d before the plans will b. in confomanca with the citod codes and r.puhCiOn8. Per See. 303 (e), 1979 Uniform Building Cod.. tho approval of the plans does not pmit the violatron of any state, county or city law. All circled ita h.m *. . nable window area must bo 1/20 of the area and A ninimun of 5 aquaro feet. In bathrooas, laundry rooms and similar rooma. Mlnlm- 1s 1.S sq.ft. (Sec.l2OS(rl One-half of a11 roqulrod window area NIC k 0p.MblO 1. puls 0 Please uke ali corrections on tho original tracings and rutair tw now sets of prints, been returned to you by the jurlrdlction. and any oriqinal plan .eta that MY have E5ClC C*R# nex: to each clrelod ltea, the shoat OC the plana upon which each correctlon on this aheet ha. ken Mde and return Chi0 check #hoot ulth the revtrod plans. Indlc8ce on plana the naw of tho logal wnor and Muw of porion rerponalblo tor the preparation of the plans. See. 302lbl Provlde MChankal Ventilation capable of provldlnp flve alr ehangea por hour In bathrooms. wafer cloaet capartrnrr, laundry rooas and slmllar r- 1f roqulrod ulndova No habitable coa. other than a kltehen, aha11 bo lala than 7'0' In any dlmnalon. see. 1207tc1 Shw Chat ceiling helpht for habitable aro not pr0Vid.d. S.C. ~ZOSIAJ &,4~7&<&r,4 , $. Show ceiling height :or laundry rooms. hallways. corridors, and bathrooms is d minimum of 7'0". Sac. 1207(a) comparments and 24' clearance in front of uater closet. Sec. 1711(b) No cooking room shall be used for sleeping purposes. unless complying as an efficiency living unit. Sec. 1208 Specify safety glazing for glazing in hazardous locations such as glass doors. glazing adjacent to such doors and glazing adjacent :o walking surfaces. Sec. 5406 37 Glazing in shower and tub enclosures a (including windows) shall be tempered, /. Provide 30" clear width for water closet laminated or approved plastic. Sec. 1711 (f)(g) 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 o€ at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Sec. 1204 Eaves aad cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206(d) 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, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 658 of the long side open to the room below. The loft you show does not comply as a mezzanine floor and is, by Euildinq Code definition, a story 0. EXITS. STAIRWAYS, AND RAILINGS Floors above the second story shall have Required exit doorways shall be not less than 36" in width and not less than 6'-8' in height, and shall be capable o€ opening at least 90 degrees. Sac. 3303(e) f QOrCheS, balconies, and open sides of landings. Maximum opening between railings shall be less than 9". Sac. 1716 Show hov guardrail connection details are Adequate to support 20 pounds per lineal foot ac a right angle to :ha top rail. Table 23-9 Provide stairway and landing details. a. Maximum rise 8" arid minimum run is 9". b. Minimum head room is 6'-6'. e. Minimum width is 30". #* not less than 2 exits. Sec. 3302(a) . Provide 36" high protective railing for r'. Sac. 3305ibl C IC) Jd Handrails shall satisfy the following: a. Provide handrail for stairways over 30' high when serving a single dwelling. Title 24, Sec. T2S-22(b) nosing of treads. Sac. 33OSCjl have a space not less than 1 1/2' between the wall and the handrail. The hand grip portron of handrail shall be not less than l 1/4" nor more than 2' in cross-sectional.dimenrion. Sec. 330S(j) (see attached) ' measured in the direction of travel, at least equal to the stairway width. Sec. 330S(g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. 3305(g) A door may opeh inward at the top step of a stairway provided the top step is not more than 5 1/2" lower than the floor level. Sac. 3303(i)2 b. Handrail shall be 30" to 34" above the c. Handrail projecting from a wall shall . Every stairway landing shall have a dimension, /. Provide details of winding stairway. a. Minimum tread is 6 inches at any point and minimum 4 inches at a point 12 inches from the side of the stairway. b. Maximum rise is 9 inches. c. Minimum width is 30 inches. Sec. 3305(d) (see attached) . Provide spiral stairway details: ' a. Minimum run is 7 1/2 inches at a point from uhere the tread is tho narrowest. 5. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. Sac. 330S(f) (see attached) Sprial stairways may not be used €or required exits when Che area served is qreater than 400 aq. ft. Sec. 330S(f) . Spiral stairways must have a clear walking space of 26 inches between the column and handrail. See. 3305(f) Provide I.C.E.O. Reasearch 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 shall be done under special inspection per the approved fabrication plans. Sec. 306(a)4B and Sac. 306(f) In buildings over 2 stories in height, provide /sa. 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- WAY. An exit balcony with 2 ¶epdrated stairways is exempt. Sec. 3305 . Exterior stairways shall not project into f the 3 foot setback from the property lines. %- Sac. 3305(n) The walls and soffits of the enclosed useable space under Lnterior stairs shall be protected cn :he enclosed side as required for one-hour fire-resistive construction. Sac. 3305(m) ?tinmum construction specifications shall be .-de a part of the approved plans. (See attached) d E. ROOPING #. Specify roof pitch. fl. Roo€ pitch is not adequate for roof type specified. Specify minimum pitch of @ Specify roof material and application. #. Specify I.C.9.0. approval number for roof /. Specify roof slope for drainage or design materials not covered in UBC. to support accumulated water. Sec. 32Oi(a) fl. Show roof drains and overflows. Sec. 3207(a) 76. Provide skylight details to shov compliance with Sections 3401 and 5207 or provide ICBO approval number. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number. 78 Show attic ventilation. Hinhum vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feet above ceiling joists. Sec. 3205(c) f- E. UASONRY 85 Provide' fireplace construction details or note construction to be per attached fireplace standard drawing. Sec. 3707 Sbov 1 3/8' solid core self-closing door for openings between garage and dwelling. .Sac. 503ld) Garages are not permitted to open into a room used for sleepinq purposes. Sac. 1104 Openings fretveen carport and residence require self-closing doors and stationary windows. Sec. 1214 Show garage framjnq section, size of header over garage opening. lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphraqm ratio is 3 1/2 to 1 or 2'8'. Table 24-1 Doors betveen dwellings and attached garages may suing in either direction provided the difference in floor elevation between the duelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the. building. LE the difference in floor elevation exceeds 7 l/t inches, or if the door is used as the primary means of egress from the building. additional steps or landing must be provided in accordance with stairvay requirements. and the door must not swing over the depressed level. (see 3303(i)2 and 3305 (g). IpQ water heater, or any other device which . Provide 18' raised platforms for any PAU, may generate a flame or spark. shall be installed behind raised plattorm(sJ prior to framing platform. Note that continuous lire wall protection A. FOUNDATION REQUIREHENT'S . Note on plans that'A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soi: problems disclosed during construction". Sec.306(a)12. Submit soils classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of value. Sec. 2905 Show veneer support and connections comply with Sec. 3002, 4.5.6. and Sec. 2516(a) regarding ties and W9 wire in horizontal joints or note construction to be perattached sheets 30-1 or 30-2. expansiveness, compressibility and bearing Show height and construction details of a11 masonry walls. Chapter 24 Note that cleanout openings shall be-provided note the allowable bearing value. Sec. 2905 at the,bottom of all cells to be grout filled over 4 in a single pour. Cleanout shall be sealed before grouting, after inspection. . Note on the plan the soils classification. whether or not the soil is expansive. and . The foundation plan does not comply with the.soil report recommendation for this Sac. 2415 Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 Provide material specifications for mortar, grout, masonry and reinforcing steel. Sec. 2403 Show how masonry house walls retaining earth are to be waterproofed. Provide detail. Note that special inspection of the rasonry will be required for C. CARACE AND CARPORTS .Garage requires one-hour fire protection on the garage side of walls and ceilinqs common to the dwelling. Table 5-a Scc.5031b) .All elements supporting floor above garage to have one-hour fire-rasistive protection on the garage side. Sac. 503. Beams and posts. not within the wall or ceiling con- struction, must comply with UBC. Table 434. or be minimum 6' dimension beam and minimum Y 8' by 8' post. . Provide notes on the foundation plan listing lis the soils report recommendations for foundations. slab and building pad preparation. Note on the foundation plan that 'Prior #* to the Contractor requesting a Building Oepartnent foundation inspection, the soils engineer shall advise the Building Official in writing that: 1. the building pad was prepared in accor- dance with the soils report: 7. the utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement comply with the soils report and approved plan." 125. Provide spread footings lor concentrated ' loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 '. . .. WIDTH OF FOOTING (Inches) #. Show height of all foundation walls. Chapter 21 Show height of retained earth on all foundation walls. Chapter 23 129. Show distance of foundation eo edqe of cut or fill slopes and show steepnass and heiqhts of cuts and fills. Chapter 29 . vote on plans that wood shall be 6" above @ finish grade. Sec. 2417(c) 7. . vote on plans that surface water will drain 0 avay trom building and show drainage patter3 and key elevations. Sac. 2905(fI fl. Dimension foundation per Table 29A. TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM AEOUIREMENTS 0'Em or FOUNDATION OF NATURAL F00TlNG SUIFACL (Incaral OF CROUYO AN0 FINISM UAOE TNlCKNESS EELOW (Ilcbrsl NUYlER OF STORIES 1 3 I) - 6 6 12 6 p 8 8 13 7 18 10 10 18 8 24 Shov foundation sills to be pressure treated, or equal. Sac. 2517(cI 3. Show foundation bolt size and spacing. Sac. 2907(e) Specify size, ICBO number and manufacturer of power driven pins. Shov edge and end distance and spacing. Set; 306(fI Show size, imbedment and location of hold down anchors on foundation plan. Sec. 2312(f) Note on plan that hold dovn anchors must be tied in place prior to foundation inspection. Sec. 2312(f) Shov adequate footings under all shear walls. Sec. 2311(e) Show stepped footings for slopes steeper than 1:lO. Sac. 2907(cI Shov minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Sac. 2517 Show pier size. spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of L8'x 24". Sec. 2517 Show minimum under floor ventilation equal to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation vith openings as close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sic. 2517 I. FRAMING 60 Shov all joists, rafters, beams. and posts 2" to 4' thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams 5" and thicker shall be No. 1 Grade Douglas Fir-Larch or better. (Table 254-1) . Shov wall bracing. Every exterior vood fl stud vall and main cross partition shall be braced at each end and at least every 25 feet of length vith 1x4 diagonal let-in brace or equivalent. Sac. 2518(glS l#. vote cross bridging or blocking. Floor joists and rafters more than 12' in depth supported laterally by bridging at Lntervals not exceeding 8 feet. Sec. 2506igl . Show blocking at ends and at supports 4yI of floor joists. and for rafters at exterior ya at exterior walls on trussed roofs. #. Show doubls joists. ' and spanning more than 8 feet shall be walls. Sac. 2506(gl . Show solid blocking at ridge line and Sec. 2506Ig) be doubled under bearing partitions running parallel vith the joists. See. 2518(dl 5 . Show rafter ties. Rafter ties shall be spaced not more than 4 Zeet on center where rafters and ceiling joists are not parallel. Sac. 2518lhl . Show rafter purlin braces to be not less Sec. 2518(21 . Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) a Lap splice. Sec. 2518(g)4 Floor joists shall 9 than 45 de lees to the horizontal. 169 Show double top plate with minimum 48" I/. Show nailing will be in compliance with Table 25-P. top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between Provide fire stops between stories, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using meal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517(f) Shov stud size and spacing. Maximum allow- able stud heights: 2"%4"9 16" is 14': 3'%4"62'X6'F 16"o.c. is 20'. See. 2518(q)2 Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspeczor prior to ereczion. Sec. 106(fI Detail all post to beam_ and post to footing connections. Sec. 2517(cl 4 Speci€y nail size and spacinq For all shear walls, floor and roof diaphragms. indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 1.J.K). &q ~'U(;ILJ&RS ~ALPS, Show I"x4' or 2"x6' studs in first story of three story building. Sec. 2518(fl Provide truss details and truss calculations. Provide roof framing plan. Sec. 3021aj7 Provide frami.ng sections through Section 302(a) 7 Specify all header sizes for opening over 4; wide. Sac. 2518(gl 7 - Section 302la) 7 . In areas subject to water splash and in exterior locations. vood columns and posts shall be supported by piers pro]ecting at least 2' above the finished grade and shall bear on a metal base plate or treated wood unless the columns or Wsts are foun- dation grade redwood or cedar. Sec. 2517fcj4 Show location of attic access with minimun 8. Show access to the attic or under floor size 22" x 30'. Sac. 3205 ' f furnace to be minimum 30 inches by 30 inches. Sac. 708 L 709 UMC . Show draft separation :OK attic areas @ in excess of 3.000 sq.tt. Sec. 3205 ly. Show draft separation Cor space between . Nota that passageway to the attic futnace . shall be unobstructed and have continuous solid floorinq not less than 24 inches wide. Sec 708 UMC dropped ceilinqs and floor above LR excess of 1,000 sq.:t. Sec. 2517 ' Lication index. Table 25-J . Show pernanent alectrical outlet and yb lighting fixrure controlled by a switch for the artic furnace. Sec. 708 UMC . Specify plywood grade and panel indenci- . When roof pitch is less than 3:12, desrgn ridge as a aeam. 3ec. 2518 (hl . Wood shear walls shall not be used to ips resist horizontal forces contributed by masonq in buildings over one story in height. Sec. 2516(b) . Gypsum lath and plaster, gypsum sheathinq board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-1 . If cripple wall studs are less than 14', @ framing shall be solid blocking. Sec.2518(g)6 #. Cripple wall studs exceeding 4 feet in heiqht shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Sec. 2518(q)6 192 Show plywood sheathing over exDosed eaves, Oor other weather exposed areas; is exterior grade. Sec. 2517(qJ 3 line on all exterior stud walls to be stuccoed. Sec. 4706(e) . Provide an approved waterproof building &@ paper under wood siding. Sec. 1701(a) . Specify an approved flashing for exterior )of openings and parapet walls. Sec. 3208 Show a weep screed at the foundation plate . Show corridor width to be minimum 36". Sac. 3304(b) Specify truss layout €or 30" x 30" attic access. least one si;c lar-n supported rafters. Sac. 2518(h) 3,47 Qoo~~~fls . Provide metal straps across ridge beam and raEters. 198 Ridges, hips and v lle s shall be at J. PIECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the 'Jniforn Nechanical Code. @ Show the ;I~LZC location and type of all heating and cooling appliances or systems. Show source of combustion air for furnace will comply with Chaper 6, U.M.C. Every duelling unit shall be provided with @* heating facilities capable os maintain- ing a room temperarare of 70 F. at 3 feet above the €loor in all habitable rooms. Show basis for compliance. UBC sec. 1211 . Show minimum 30' deep unobstructed working @ space in front of furnace. *' turers listing. Scc. 704 VHC Note on plans,clearances to be per manufac- Furnace shall not be installed under any Furnace shall not be installed in any f"b bedroom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent appliance. enclosed furnace or electric heating appliance. Sec. 704 UMC and provide approved installation instructions at job site. 4pf. stainmy. Sac. 704 UMC 207 Show IC90 approval for prefab €ireplace ., . Show details to comply with Sec:ion '709 for furnace under the floor, Section 708 for attic furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combustible less shall be effectively draft stopped at each floor or ceiling. UBC Sec. 1706(aJ6 y' piping passing through three floors or K. ELECTXICAL (National Electrical Code) All wiring shall comply with the National Electrical Code. . Note on the plan the amperage oL electrical @ service. If the electrical installation is more Zan 200 amperes, show panel location and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes o€ all conductors, switches, circuit breakers, fuses, and conduits. c. Approximqte length of service feeders. d. Provide plot plan showing services, all panel locations. circuit arranqement and load distribution on panel busses. e. Provide typical panel schedule(s). Dwellings reqlire minimum 100 amp service. Show location of all electrical receptacles. Electrical receptacle locations and/o Re * k42r spacing,is not adequate in ILY 4r.l I (i26) At l/aast one receptaile shall de installed outdoors, in basements and attached garages, otherman laundry outlets. Art. 210-25(b) Show minimum dwellin? lighting (NEC fl. Art. 210-26(a) and GFI'S in garage, baths and outdoors. NEC Art. 210-8(aJ. @ Note "UFER" ground to be provided 1NEC1. Art. 250-81 pV64y /~'~~-ALLAUP WlTUW 6'67~ Srads oc - L. PLUMBING (Uniform Plumbinq Cede) A11 plumbing shall comply with the Unifrom Plumbing Code. 9 location on plans. . Show water heater size, type and . Show method of providing combustion air to fuel burning water heater. Sec. 1307 . Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309 . Provide adequate barrier to protect water heater from vehicle damage. Ssc. 13'10 tpd. Show T and P valve on water heater and show route of discharge line to exterior . Sec. 1007(e) . Provide dryer vent to outside. UHC Sec. 1903 . Note on the plan that hose bibbs and lawn backflow prevention devices. See. 1003 . Shower stall shall accomodate a IO'circle f"'" @ sprinkler systems shall have approved fl and have a minrmum floor area of 900 sq.in. UPC 909(d) .w [SL ;?ISUUtlON I OUPtaU I . jhm J.erals Of duplO* :OI1wn tP*rc*f' waL1' :loor. :rrlrna ~ssumol~os CO ACnA*V* sound 'ranaarssron <:ass !SX) racrnq Ln .dali* of 511 ~~eeiut+s .md an lmprce (niulacron Clara I r:ci racrnq on' tlour- ee~lrnq Of $0 thClblaS. ~hm nor penotrrczon or assrolA.. Cor pipmq. el.c,:aul dovicsa. CUmSsd aaLnocsr ~~~~PDS. sotfits. or 3eecing vmcrlac~~* or exmuse juczr inall aa sea1.d. 1an.d. 0; Ln¶UlAC.d to. muncatn r.quir.d sound cransmissaon racinq. .relo 1J P-rde in8ularron Ln wltl .nd C*rlanp livinq. area it qaraqo UII as noc euncro1l.d by rasadonc Title 25. Tacl* 25 . ;y' . & BltllcI CO*SERVATlON: ?loan Red Now Stace nandatod Requlaeions (Calif. Admrn. Coda) ~OCADO offoctivo June 16, 1983 and require thae the dosrqn satisfy one or the alternative eneray p~ckaqes (1.0 attaehod packaqos A, 8. C, 1. 2. I, 4 and AB 163). Tho law all0 requires that many aund.+ory onsurvation atoms be sac tisd. GR~S~P~ 1s in Zone 7 . Copres of the Residential &%orgy Conservation IUnual may k obuinod from: Publications Unit. California Enerqy Commission. 1111 How0 Avo. W-50, Sacramento, California 95825. (Tol. (916) 920-62161). California Building Officials also maintain a telephona 'hotlind botwoon l0:OO A.M. and Noon and 1:OO P.M. tO 4:OO P.M. At 016) 456-3123. fl. Show on tho title shoot of tho plans, tho alternative energy packago that uas solectod i.e. A. B, C. I, 2, 3, 4. or A0 163 to show cmpliance, end provido calculacions and othor data, appropriate to that seleetod p~ckago. . tho responsible designer should r'l SCateWntr On the D1.n tiel8 Sh8.C. .Th8 design submitted substantially eonformi to tho ~nergy Rqulationr for Residentrrl Buildings'. ceiling and relaced areas. AI 44~~,9/c,p~,~~ j0, - Note that tho insulation usod shall Co-bo, comply with California Ouality Standards. - Not. tho insulation installer shall port a signod eerrificste. in a eonspicious placo in tho building, r,tatinq tho inaulation eomplios with Title 24. Chaptar 2-53 and Title 20, Chapter 2, Subchapter 4, Article 3. Note doors and windows. includinq rkyliqhts. space shall be fully woatherstrippd. (;T;s Show tho 'R' valuo for the wlls and F' botwcen conditroned and non-eonditionod fl StrlppLng. caulking or realonts must . Note on tho framing plan that wather- k used CO limit filtration in tho building onvelop. at the follwing locaciolu: Exterror Iornrs around windas and door framer: botuoen wall sole plates and floors. and ktwuon eaterror wall panels; p.necracaons An walls. eealinqa, and floors for plumbang, electricity, and qas lines: opcnrnqs an Attic floors: And 411 other openrngr in the burlding O~VF I opu. Note chat doors and windows Co bo Certifird and IaDolod as coaplyinq with tne tnorgy Requlatrons. ;A. 4. Wote fans oahaustrng aar Co havo back draft dArp0rS. . )d. NoCO aC the o~eorlor Wall flreplAa 'Fir-place eo have mrnaaum sa* squara inches Of outrrda air: te have 91.88 or mota1 door coveranq the ontrre opning of tho f?rebox: to havo tight-fitting dampor with readily JCC.lSlb1. control and should not have a continuous burning pilot light'. Not. ducts shall Comply with Chapter 10, 1976 Urn: and shall bo tightly sealod with mastic or tap.. Note at tho water heoter locstron 'W4t.r heater to havo wrap of R-12 ercerrul insulation'. Note, whero water ho8t.r is in uncondicioad space, the first Civo foot ot outlet pip. co havo R-3 wrap. Note a11 eirculacinq hoc water pipos in uncondicionod spacss sbll bo insulatd. Note that a11 gas firod heatinq and cooling appliances. showrs and faucets ¶ha11 comply with the Enorgy Efficioncy Standards. Show. ae bath and kitchen, thee tho general liqheinq shall havo an etficiency of noc loss than 25 luwns por watt 1.0. floresc.nt. NoCe that heating or CWlinp 1y.t- (-1 shall hAV0 an aut-tir themostat with mechanism which can bo runually proqraard to aucoataeically see back tho thoraostat sot pointa for at loasc two porioda within 24 hours. Show tho stto. typo and location oL tha s~co hoatina tor cwlinq) s~etm output. am om stat. .-rad 1i.c. '"* mtr and for ~AU ud nu. -cor Qucdoor pools vrcn :osaiL Cue1 keacsra ravmq dwrcss rue- as cw clocxs. ace. 720-1406 nrstxaNeous . Shou a rnanimum 2' air space and flashing between planter and burlding walls. See. 2SL7(el shower tile. See. 1707(aJ Specify lath and plascer to comply with p. Two 3/4" copper pipes must be installed d. 3p6. A. Specify marerial to be used mder the y- Chdpter 47. UBC. 'W from water heater location eo convenient location of future solar panels (City Ord.) Provide sleeves (roof jacks1 in roof Cor tu0 future 3/J" copper pipes to cunvenient locatron of :u=uro solar panels (City Ord.) Nora :nae solar .rarer oiprnq rs to be bnrulated in areas rCac ace .zot heated or cooled. (City Ord.1 , 0 Burldinq plans are subatantially eorroct and compleco. BY: Date: G Building plans would bo substantially correct and comploce is manor correc:ions are msdo AC counter. Oate: 6 Building plans require major correetionr and compleco plan rochmck. by plan eheck onqrneer. is roquirsd. Date I 1.' you have eny gumstione roqarding at you, at no charge, if additional a8ShtanCO 11 neodod. W. wuld alro bo plearod to mot with I .. 1 - TABLE 2-1. ALTERNATIVE COMPONENT PACKAGES FOR CLIMATE ZONE 7 Package Component A B C BC1Li)I.X ENVELOPE Insula t f on Xinimums Calling Wall1 Slab Floor Perimeter Raised Floor Hadmum U-value Maximum Total Area Maximum Total Non-South Hinimum South Facing Facing Area Area Thdrmal Xass SPACE CObiDITIONING SYSTM Haatfrd System Type2 DOXESTIC WATER HEATING SYSTOl TYPE R 19 no req'ment R 11 R 11 (R 2.5) 1.10 no req'ment 9.6% 6.4% required R 30 R II (R 2.5) R7 R 11 0.65 14 . 0% no req'ment no req'ment not req ' d R 19 no req'ment R 11 R 11 (R 2.5)' 1.10 14 . 0% no req'ment no req'ment not req ' d gas, heat pump, gas, heat pump, solar with or solar w/ any or solar w/ any gas backup type of backup type of backup heat heat heat - 1. The value in parentheses is the R-value for the entire wall assembly if the wall weight exceeds 40 pounds per square foot. The insulation must ba integral with or installed on the outside of the exterior mass. The inside surface of the thermal mass, including plaster or gypsum board in dlrtxt contact with the masonry wall, shall be exposed to the room air. The exterior wall used to meet the R-value in parentheses cannot be used ta meet the above thermal mass requirement. 2. Lhre natural gas is not available, zonally controlled electric resis- t.ii:ie or radiant heating systems may be used. .. 5 . .. .. f i a f @ i f 5 a f 5 I I 5:: a .. 1 5 a : I L 0 s ii a a a a a i 1 6 a f 6 a f 6 a 5 F i P f X d c 5 a - c R E - 6 a L i a a a P P a -- f t a t - I - u c t :: Lr II c 0 D 5 0 - r - Y 0 Lr r - - I i f si b - 0, L I 0 s c c : Lr 'I 15 a 'ii 6 0 t 6 X F i a - n I t - ii ii aa a a a 8 I 6 a f 6 X lI i6-f aa 1 L 6 a F is (t 8 9' aa I P P I t s E 0 H t Y - b s 2 c m L f J c 0 0 c b - =r e- W- Y c u - Y 0 U Y c * - S1,AlE Or C*LlFORNIA--Th€ RESOURClS AGENCY tu CALIFORNIA ENERGY COMMISSION AUG 19 1983 '516 NINTH STREET ACRAMCNIO. CAIIFORNIA 95814 NO'XCE OF STA!I'LJTOEY CHANGES FSClL CCR:WR;TIO:I IN TliE iU3Il)EhTIA.L BUILDING STANDM blZOCHCSA~nr(EDR f!ewly enacted legislation (AB 163 [Goaln] ) , which became law on July 29, 1983, provides builders new options and dditional flexibility in complying with the energy conservation standards for new residential buildings. features of the bill are described below: The principl GROUP AVERAGING Builders may comply with the standards by averwing the performance of groups of buildings. in the same subdivision, and all must be based on the same model. and different elevations of' a model are regarded 85 the same model. based on the model and with the same floorplan (including reverse plans) but with different conservation features, such as shading, insulation levels, themal mass, etc, are still regarded as the same model. grouped together for averaging. All buildings in an averaged group must be Reverse @ans mildings Different models may not be Wlilders who elect to average aiust apply for permits for all buildings in an averaged group 011 the same day, and each application must indicate the group to which the averaging approach is applied. !i!he builder demonstrates compliance by using either the Point %stan or any other approved calculation method, such as CALPAS 1A or OAS 3, to show that a siuple arithmetic average of the energy . performance of all buildinqs in the group meets the standards' energy budget. hhn the btiildirgs are offered for sale, builders must also notify potential buyers thht cmpliance with the energy standards used averaging and that the performance of a particular hone relative to the performance standard is available upon requzst. place of F)acka&es A, B, and C in the standards. climate zone are summarized in the TABL;E attached to this notice. the pckages appar on pge 2 of this notice. ALTERNATIVE PACKAGE AB 163 also allows builders to develop and use their own pckages of measures, provided such pckages result in the same energy performance as the new packages in AB 163. use either the Point System or another approved calculation method (e.g., CALPAS 1A or 3) and follow these steps: 1. Calculate the energy consumption or pint system total of the buildirg floor an including all of the components in an AB 163 packa&e (see attached TABLE? Assume the building has the maximum amount of glazirg allowed in that pc-e and that this glazing is equally distributed north, east, south, and west. This calculation sets the enera goal or standard that the proposed buildire must neet. NEW PACKAGES Biilders may also use new pckages enacted by AB 163, in The new packages for each Notes explaining To use this approach, builders may - 1Jote: points . If the point system is used, this goal will not necessarily be zero 2. krI'J:-a the same computation, usirg the proposed buildiw's actual glaziry; area, sriectation, and distribution, and it:; actual energy coriservation features. "lie design cunplies if the energy consumption or point system total is equal to or tetter than the goal established in Step 1. Mailed to lists 408, 409, 050, 053 on 8/15/83 '* . . OTHER PROVISIONS OF AI3 163 1. Regardless of the method of compliake, every buildiw must still comply with the mandatory features and devices requirements of the standards. reqUimfnentS appar in Section 2-5352 of Title 24, Ccrlifornia Adsqwuarcstdvm wuec Any application for a building pmit pending on or after July 29, 1983, may use any of the compliance methods in AB 163 to meet the new energy standards. If a fireflace is not located near an exterior wall, outside combustion air is not required in climate zones 5, 6, 7, 8, 9, 10, 14, and 15. Note that this provision of the bill is an express exemption for those alkoate zones from the outside combustion air requireaient in the stardards. (The requirement in the standards appears in Section 2-5352(d) of Title 24, California Administrative Code.) The 2. 3. MPMATIONS OF THE REQUIFENEIITS IN THE NXW AB 163 PACKAGE3 (See '1ABLE) The following requirements apply if builders elect to use the packages in AB 163. (For requirexients of other packages or ccrqliance methods, consult the standards or the Energy Conservation Fmual.) 1. All concrete slab floor buildings are required to have 25 percent of the Uncarpeted first floor floor area directly exposed to the conditioned space. To determine the floor area, count only the first floor in conditioned areas. areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility closets may all be counted towards this requireuent. 2. In some climate zones, a buildix with raised floors (rather than concrete Slab) mt also include thermal mass with an area exposed to the conditioned space equdl to a certain percentage of the ground floor floor area. each zone is listed in the attached TABX. To qualify for thermal mss, the material used must have a performance equivalent to masonry two inches thick, with a volunetric heat capcity of 28 Btu per cubic foot Fer degree Fahrenheit per hour, a themdl conductivity of one Etu per foot per foot pr degree Mwerrheit per hour, and a surface area directly exposed to the rom air of the required prcentage of the ground floor floor space. requirements is beiig developed by the Conmission. 75 percent of the roof that is over any conditioned space. The percentwe for A list of materials that meet these 3. The attic requirement means that an attic is installed under not less than ... 4. The air conditioner efficiencies must be net if an air conditioner is instdid, but AB lc3 does not require that an air conditioner be installed. If a kat punp is used, an automatic setback thermostat is required in cliaate zoces 1, 3, 5, 7, 15, and 16 if building permits are applied for ori or after Adkqst 1, 1983. In all zones, an automatic setback thermostat is required for pernits ql;lied for on or after July 1, 19&1. clbate zorre by these packages. 5. 6. In" biALLdi6n 7 t-.. barriers and air-tc-air heat exchqers are not required in any IoIouaua mmmm Y' dddd 82 a YYBe T x: D EV ELOPM ENTAL SERVICES i 2 1 BUILDING DEPARTMENT t 1200 ELM AVENUE CARLSBAD, CA 9200-1989 (619) 438-5525 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 on this Property: Variance , Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Oeve 1 opmen t Pl an PLAN CHECK NUMBER cd 112383 Jurisdiction C ARLS 4 Ad Residential I Res. or Comm. Fire Sprinklers Prepared by t 0 Bldg. Dept. @ @ VALUATION AND PLAN CHECK FEE &*I #dAA 0 Esgil PLAN CHECK NO. i3348 BUILDING ADDRESS /7&/ &ucP 4 APPLICANT/CONTACT Jk-4 K H..~K/~z PHONE NO. 72 7-.31/6< BUILDING OCCUPANCY c DESIGNER PHONE TYPE OF CONSTRUCTION & CONTRACTOR PHONE t BUILDING PORTION BUILDING AREA VALUA TI 0 N VALUE MULTIPLIER 1 1 I A ir Conditioning @ Commercial I Total Value I Plan Check Fee $ J 3%L33 COMMENTS; I 8/4/82 . .' Received /-. SP CIWE~ P LANN I NG : TYPE OF STRUCTURE I SCHOOL FEES: SAN DIEGUITO ENC I N I TAS CARLSBAD &%Gv SAN MARCQS I X COVERAGE-- REQUIRED SETBACKS BUILDING HEIGHT FENCWWALLS .-J-- TWO CAR GARAGE ]\ FRONT SIDE u REAR 0 REDEVELOPMNT - ATPZOVAL REQUIRED: Z3cr S% Wn a3 gz UQ: 0 LANDSCAPE PLAN COMMENTS: Y n OW UQC OK TO ISSUE: DATE : // * ENGINEERING INSPECITION REQUIRED: PUBLIC WORKS INSPECTOR: FINAL OK: IF THIS ITEM IS NOT CHECKED, - * . 1 BRIAN SMITH ENGINEERS, INC. Client: B.A. WORTHING, INC. SHEET 2656 State Street P. 0. Box 1041 Carlsbad, CA 92008 Carlsbad, CA 92008 1 OF 23 Job No. 5880 March 5, 1985 eL& E. Brian Smith RCE 13817 EBS : gh Structural calculations for Bruce Road Y4 house plan. OF 2 23 us- : - 2''xg'' . zc a . -- . 0.c. 33 23 - f3f Yf 7 72 33 70F Y = /3p"*/. SHEET 14 OF 23 TYPES OF SHEATHING A --- A --- 1 x DIAG SHEAThING @ (4) (8)d @ BOUNDARIES UBC SEC. 2514 b 1/2" DRYWALL WITH 5d COOLER NAILS @ 7" 0.C. EDGES AND 45' w/ (3) 8d NAILS ALONG STUDS FIELD (TABLE 47-1 UBC) 100. #/l. FIELD (TABLE 47-1 UBC) 100. #/l. --- 5/8" DRYWALL WITH 6d COOLER NAILS @ 7" O.C. EDGES AND 1/2" DRYWALL WITH 5d COOLER NAILS @ 4" O.C. EDGES AND FIELD (TABLE -47-1 UBC) 125. #/l. A --- 5/8" DRYWALL WITH 6d COOLER NAILS @ 4" O.C. EDGES AND FIELD (TABLE 47-1 UBC) 125. #/l. 1/2" BLOCKED DRYWALL WITH 5d COOLER NAILS @ 4'' O.C. EDGES & FIELD (TABLE 47-1 UBC) 150. #/l. A --- A --- A --- 5/8" BLOCKED DRYWALL WITH 6d COOLER NAILS @ 4'' O.C. EDGES & FIELD (TABLE 47-1 UBC) 175. #/l. 7/8" STUCCO OVER PAPER BACKED LATH w/16 GAUGE STAPLES AT 6" O.C. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND OW FIELD (ICBO REPORT NO. 1823, MAY 1972) OR (ICBO REPORT NO, 1318, FEBRUARY 1973) - 180 . #/1. A --- 7/8" STUCCO OVER PAPER BACKED LATH w/16 GAUGE STAPLES AT 3" O.C. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND 6" O.C. ON FIELD (ICBO REPORT NO. 1823, MAY 1972) OR (ICBO REPORT NO. 1318, FEBR. 1973)180.#/1. Q --- 3/8" STRUCTURAL I PLYWOOD WITH 8d NAILS AT 6" 0.C. AT EDGES & 12" O.C. FIELD (TABLE 25K UBC) 2.76. #/l. 3/8" STRUCTURAL I PLYWOOD WITH 8d NAILS AT 4" 0.C. AT EDGES & 12" O.C. FIELD (TABLE 25K UBC) 432. #/l. Q _-- 3/8" STRUCTURAL I PLYWOOD WITH 8d NAILS AT 3" O.C. AT EDGES & 12" 0.C. FIELD (TABLE 25K UBC) 552. #/l. A A --- 3/8" STRUCTURAL I PLYWOOD WITH 8d NAILS AT 2" O.C. AT EDGES & 12" O.C. FIELD (TABLE 25K UBC) 732. #/l. Q ___ 'I STRUCTURAL PLYWOOD WITH d NAILS AT 0.C. AT EDGES & 12" O.C. FIELD REQUIRES MIN. 3" NOl4INAL FRAMING MEMBERS (TABLE 25K UBC) c C 11 I' M b "I -- 23 Dc" b t c4Enru 0.T . I '> Pe - e74 c PL-- 77s L. &z5 = 7.74' 8 = r/3 L 4. WILLIAM S. KROOSKOS & ASSOCIATES ! FOUNDATION tNG IN EL RING LNOlNCC~ING GEOLOGY - 4320 VANOEVER AVENUE 0 SAN DIEGO. CALIFORNIA 92120 e PHONE 203-6506 Mr. Allan 4550 Park Carlsbad, SUBJECT : August 15, 1984 K. MacDougall Job EJo. 83-6867 Drive California' 92008 Report of Observation of Compacted Fill Carlsbad, California t Lots 3 & 4, C.T. 82-21, P.U.?.-45 Dear Mr. MacDougall: In accordance with your request, our firm has inspected the qradinq operation and tested the fill soils that were placed and comnactcd on Lots 3 and 4, during March and April, 1983. The enclosed report has been prepared to attest to the deqree of compaction of the fill soils placed on the two lots, and also to attest that all loose alluvial soils were removed in the previously occurring canyon through the two lots. PROPOSED GRADING: The plan available for our use in preparing this report consists of Sheet 2, of 3, of the Grading Plan for C.T. 82-21, P.U.D.-45, no date, and prepared by Toal Engineering, Inc. This plan indicates a 2.0 horizontal to 1.0 vertical cut slope on the order of 15 to 20 feet high on the eastern portion of Lot 3. A 2.0 horizontal to 1.0 vertical cut slope on the order of 33 feet high is proposed on the western portion of this lot. A level building pad app2oximately 60 feet wide by GO feet long is proposed at Elevation 88.0. The only fill placed on this lot is in the previously occurring westerly trending drainage course just north of the building pad located in a non-building area. With respect to Lot 4', no cut slopes occur, only fills placed in the northwest and in the west trending drainage channel that used to exist on the site. A relatively flat building pad, 110 feet long by 60 feet wide, will accept future house construction. At the present time, no building plans are available that would indicate the location or type of structures to he built on the lots. The lots showing the approximate location of compacted fill, approx- imate existing slopes, location of the storm drain, etc., are shown on the attached Figure No'. I. i Paqe 2 Report of Observation of Compacted Fill Carlshad, California Lots 3 & 4, C.T. 82-21/P.U.D.-45 Job NO. 83-6867 DESCRIPTION OF SITE PRIOR TO GRADING: Prior to filling, a wcsterly trendin I dt-ai naqc channel cstcndcd throuqh the midst of Lots 3 and 4. An cxistinq 30 inch storm drain pipe emptied into this channel at the northeast property line of Lot 4. This existing storm drain collects draitiaqc from the ;tc?jacCnt existin9 subdivision at higher elevations to the northcast-. --- -- _____^-_I___ A new storm drain pipe was constructed to collcct this (Irainnrjr!. This drain is located alonq thc northwest ~>ropc-?i-ty lines of Tnts 3 and 4. Plcasc rcfcrcncc Sheet 2 of 3 (:;radinq Plan r.T. 82-21/ P.U.D.-45), no datc, prepared by 'I'oal Enclinccrinsj, Inc., for the I exact storm drain location. PREPARATION OF SITE: __-.- Existinq vcqetcltion consistinq of heavy brush, was clcancd out of the existinq can!:on and disposed off thf. sit(-. to an npprot.cc1 disposal area. In the bottom of the canyon, all loose allvuclil soils and wet soils were excavatcd to expose firm formational soils. These excnvatcd soils, aloncj with other on-site soils, wcrc propcrly mixcd and coinpactcd to minimum rc(iiiirements. The fill soils used in the canvon area consist of tan mcdirim sands. These niediuni sancls, alony licjht brown to tan sands, not exceeding 8 inches in to at least 90 percent of construction equipment. FIELD DENSITY TESTS : I. with other on-site soils consistinq of wc:re propcrly mixcd , snrcad in lnycrs compacted thickness, placed, and cornpnctcd maximum dry density by means of hcavy Our field soil technician obtained field densitv tests at random locations in the compacted fill in accord;lnce with A.S.T.V. Test Method D 1556. A moisturc detcrmination was nnde from each in-place field test. The rclativc compaction rcsiilts, as sumnirtrizcd on I"i7rirc No. IT, is the ratio of the field density to thc masimum laboratory dcnsitv cxprcsscd as a pcrcentaqc for the comparable material. IABORATORY TESTS : Disturbed samples of the representative fill soils (mixed with the on-site natural ground soils) were obtained and brouqht to thc laboratory and tested. The followinq tests werc perFormctl on these fill soils in order to determine their physical and mechanical properties. Page 3 Report of Observation of Compacted Fill Lots 3 & 4, C.T. 82-21, P.U.D.-45 Carlsbad, California Job NO. 83-6867 Mechanical Analysis: This analysis was performed on samples of the typical fill soils in order to determine the percentage of grain size. The analysis was according to A.S.T.M. Test Method 442-54T. A Unified Soil Classification Triangular Chart'was then utilized to classify the soils. Compaction Test: A laboratory compaction test was conductcd on samples of the typical fill soils in conformance with A.S.T.M. Test Method D 1557 (4 inch diameter mold, 5 layers, 25 blows cach layer, 10 pound hammer, 18 inch drop using all material passinq a No. 4 sieve). The maximum density represents( the value to which it is possible to compact the soil in the field with the Froper compactive effort. CONCLUSIONS AND RECOMMENDATIONS: The following summarized conclusions and recommcndations are based on the analysis of all the.data and information obtained from the testing of the fill materials placed and compactcd on this site. This includes our visual inspection of the gradinq operation; field investigations and laboratory tests on the typical fill soils; and our general knowledge and experience with the natural ground soils and the fill soils placed and compacted on this sitc. The building pad, approximately 60 feet wide by 60 feet lonq, for Lot 3, is located at an approximate Elevation of 88.0. Natural ground slopes 20 to 40 feet high, occurring at natural inclinations ranging from 1.5 horizontal to 1.0 vertical to 2.0 horizontal to 1.0 vertical, occur on each side of the north and south edqes of this pad. A 30 foot high, 2.0 horizontal to 1.0 vertical cut slope has been constructed on the west edge of the building pad. At the present time, no building plans are available that would indicate the location of the proposed dwelling, therefore, the fallowing foundationTreeomendations are only for a structure locates a rnihimu~ ~PwEo'~ feeeta&$fW%Ib'tHe top of existing natural and cut slopes. 1. The soils exposed in the surface of the graded building pad consist of tan medium sands. These tan medium sands are non- expansive; therefore, possess a swell of 0 percent as measured by the Uniform Building Code Standard No. 29-2, PacJes 712, 713, and 714. I 2. The natural ground%oils located 10 feet away from the tops of existing slopes 4oss 1,500 pounds per 'squap foot.\ utilized in the &sign of contihuous foundations and spread fbotings ~Wh12n~a founded, zn*.mi~h~thfr depth of 1El inches' into the existing firm natural groundJaoils. ~~~"EMflijtta~~'sdil'bearing value of :Ehis;'soil bearing value may be Page 4 Report of Observation of Compacted Fill Lots 3 & 4, C.T. 82-21/P.U.D.-45 Carlsbad, California Job NO. 83-6867 5 Thl?' conkiKuoTie €oundati;ons'q*s~~~l~~e~ reinforced with- two No. 5 'steel bars; oneibar shall be located near the top of the foundation and the other bar shall be located near the bottom of the foundation. The concrete floor slabs shall be founded on the existing non- expansive tan sands. A layer of visqueen shall be placed between the concrete floor slabs and the non-expansive soils. 3. Any backfill soils placed in utility trenches or behind retaining walls, which support structures and other improvements such as patios, sidewalks, pavement, etc., shall be compacted to 90 percent of maximum dry density. plan's are e avail ble with lategal lc$'+ds:-ta 2 this lot, after the structure and othcr improvements are in place, such that drainage waters from this improved lot and the adjacent properties are directed away from the ~foundations, footinqs, and floor slabs, via surface swales and/or subsurface drains towards the lower level of the lot. Proper surfacc and/or subsurface drainage will insure that no waters will seek the level of the bearinq soils under the foundations, footings, and floor slabs which could result in undermining and differential settlement or u?lift to the structure and the other improvcmcnts. Pfior to 'in9 an updated r available for our review. 4. No lateral soil parameters are presented herein. After buildinq ill prepare an updated report ilied in the design of walls. 5. Adequate measures shall be undertaken to properly finish qrade firm, .shall prepare Compacted fill slopes up to 5 feet high occur on the northwest portion of this lot. Adjacent 40 foot high natural ground slopes, at inclin- ations of 1.5 horizontal to 1.0 vertical, rise up from this lot to the south and east. No building plans are available as of this writing, therefore, the following foundation recommendations are of a general nature. Prior to cohstruction,>-our#firm shall have had an opportunity to review the bufldihg p1ans.h order that we prepare an updated letter for this lot. 1. The soils exposed in the surface of the graded buildin'g pad consist of tan medium sands. These tan sands are non-expansive; therefore, possess a swell of 0 percent as measured by the Uniform Building Code Standard No. 29-2, Paqes 712, 713, and 714. Page 5 Report of Observation of Compacted Fill Carlsbad, California Lots 3 & 4, C.T. 82-21, P.U.D.-45 ~~ Job NO. 83-6867 2. The loose natural ground soils occurring in the previously existing drainage area were removed to expose the firm natural ground. The fill soils primarily located in this drninaqe area were properly placed, watered to optimum requirements, and compacted to at least 90 percent of maximum dry density. 3; A1 though 'a soilf-hues Qht-ion'was ot conducted by our firm, it is our opinion tha th&''ttiieurd $round soils and the compacted fill #poil.s $$fij3S&!j'@ Sdf& soil bearinq value of 2,000 pounds pegt squar$f'€tmf2Y This soil beariny valuc may be utilized in t e design of the continuous foundations and spread footingsI~*heil.''~f~CIW~~gd!*rt. mi imum depth of 12 inches into the compacted fi r irm natural qround soils. This soil beari'fig Ta"1 PflE'rdascd' one-third for desiqn loads that include wi mic analysis. f K 4. In order to minimize the differential settlement that could occur to any structure located in "dayliqht areas'' or in arcas where the depth of 11 varies from one side of the Structure to the ot ecommended that the continuous foundations be ein two No. 4 steel bars, and the concrete f1ooi"k~ab placed 36 incheb on'.'centefs,' both ways. Intcgrally reinforcinq the continuous foundations and floor slabs will tend to dis- tribute the movement (if it occurs) ovcr a larqcr arca, which in essence lessens the effect of the movemcnt. @$iY$fokced.with No. 3 steel bars 5. The minimum depth of the c,ontinous foundations and spread footings into the compacted fill ground or firm natural ground, of course, will depend on the minimum requirements of the engineering' of the structure. 6. In general, the following foundation setback rccomrnendations shall apply unless superseded by "onsite inspections" as recommended'on Page 6 of this report. Foundations and footings of the proposed structures, walls, etc., when founded 5 feet and further away from the top of compacted fill slope may be of standard desiqn in conformance with the recommended soil bearing value. If proposed foundations and footings are located closer than 5 feet inside the top of compacted fill slopes, they shall be dcepcncd 1 foot below a 1.5 horizontal to 1.0 vertical line projected outward and down- ward from a point 5 feet horizontally inside the top of compacted fill slope (Refer to Figure No. 111). The compacted fill soils that occur within 5 feet of the face of the fill slope possess poor lateral stability, even though they have been certified to a relative compaction of 90 percent of maximum dry density 01, better. Proposed structures and other improvements,. such as walls, fences, patios, sidewalks, swimming I -- - n- -I Page 6 Report of Observation of Compacted Fill Job NO. 83-6867 Lots 3 & 4, C.T. 82-21/P.U.D.-75 Carlsbad, California 7. 8. 9. 10. pool, driveways, asphalt pavement, etc., that arc located within 5 feet of the face of compacted fill slope could suffer differential movement as a result of the poor lateral stability of these soils. Planter areas and planter boxes shall be sloped to drain away from the foundations, footinqs, and floor slabs. Planter boxes shall be constructed with a subsurface drain installed in gravel, with direction of flow away from the foundations, footings, and floor slabs towards the outlet at the lower level of the site. 1 Any backfill soils placed adjacent to swimmincj pool excavations, in utility trenches, or behind retaining walls which supoi-t structures and other improvements such as patios, sidewalks, driveways, pavement, etc.; shall be compacted to at least 90 percent of maximum dry density. Adequate measures shall be undertaken to properly finish qrade the site after the structure and the other improvements are in place, such that the drainage waters from this lot and the adjacent higher properties are directed away from the foundations, footings, floor slabs, and tops of slopes via surface swales and subsurface drains towards the lower level of the lot or to the natural drainage direction for this area. Proper surface and subsurface drainaqc will insure that no waters will seek the level of the bearing soils under the foundations, footings, and floor slabs which could result in undermining and differential settlement or uplift to the structure and other improvements, such as asphalt concrete paving and parking areas. Future swimming pools and appurtenances, and/or other subsurface structures that are founded in any unexpected potentially expansive cl9y soils shall be properly designed and reinforced with steel following the recommendations of the structural engineer and soils engineer. LIMITATIONS : The conclusions and recommendations made in this report were obtained from site inspections and tests performed by our firm in the tested fill area on Figure No. I. They are applicable only during the grading operation that we inspected and are representative of. the site at the time our report was prepared. We are not to be held responsible for subsequent changes made to the sites by others which directly or indirectly causes poor surface drainaqe and/or water erosion. *This report becomes kina1 when'obr firm has inspected the foundation and footing excavations, and has approved them for the placement of concrete. Page 7 Report of Observation of Compacted Fill Carl$sbad, California Lots 3 & 4, C.T. 82-21/P.U.D.-75 Job NO. 83-6867 The-use of this rep0 t,, itsycnrrgewt!5:T"b;r any part thereof, bF':any herewith disallowed ,unless an updated report is prepared. The findings in this report arc applicable as of the present time. However, chanqes in the condition of a property can occur with the passaqe of time, whether the chanqes be due to natural processes or the works of man on this property or adjacent properties. In addition, the findinqs in this report may become invalidated due to chancjes in the state of the art or changes in applicable or appropriate standards used at the time/ whether they result from lecjislation or from the broadening of knowledge. The finclinqs of this report may be invalidated wholly or partially by forces and changcs outside our knowledqe or control. After a period of three years and if no construction has occurrcd, our firm shall have an opportunity of upgrading this report. agent other than th'd,'ont5'%%%m $. 'this report is addressed, is These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. If you have any questions concerning this report, please do not hcsitatc to call us. This opportunity to be of service is sincerely appreciated. Respectfully submitted, WILLIAM S. RROOSKOS & ASSOCIATES WSK : skm (4) Addressee r: /i!kGfvU iilliam S. Krooskos, President RCE 11318 .. .. p Eo. 8539 ---, .. ,4 ’ ~ -’/ - i .,A ‘-. AH- -._ -. / / /’/ L./ LOT 4 /I’ /*,& J. r / /./ / c ...-/--- / . /’ .- r, E G E N D ,’- #’ -- ..- . __ -I -.. ---.I- -- - - _._ ‘Approximate Location of Fill Soils Compacted To 90 Percent Density:-- /’ / . 7- NOTE n not to be used for cngin- es. For existing and finish Lots 3 and 4 Report of Compacted Fill . sions, location of existing C.T. 82-21/p.U.De - 45 other improvements, etc., CarXsbad, California approved grading plans. 21 1 I- O I a n a, 3 I WILLIAM 5. KROOSKOS 6 ASSOCIATES SOIL AND FOUNDATION ENGINEERING 4320 VANDEVER AVENUE 0 SAN DIEGO. CALIFORNIA 91.120 0 PHONE 283-6506 FIELD DENSITY TESTS .... ..... ... ... - - - .. ... .. ..... ..... .. ... __ - .- ...__ - -. - - .... - ......... -. ... - . - .- . - . .-- ..... . . ... .. - ..... JOB Lots 3 b 4, C.T. 82/21 P.U.D.-45, JOB NUMRER 83-6867 Carlsbad, California TEST NO. LOCATION DATE August 15, 1984 RELATIVE COMPACTION DATE DEPTH OF MOI OTll RE DRY DENSITY SOIL FILL t FEET 1 t PERCENT > (LDS ICU FT I TYCT. 1 PERCF N7 ! OF TEST 1 See Plot Plan 2 12.0 110 I 90 3-30-83 112 I 92 3-30-83 , 11 11 3-30-83 3 '6 10.0 110 I 90 4 8 9.0 113 I 93 4-29-83 11 I1 It It 5 10 7.5 113 I 93 4-29-83 II I1 6 12 7.5 110 I 90 4-29-83 11 11 7 14 F.G. 10.0 110 I 90 6-26-84 11 II 6-26-84 8 16 F.G. 7.5 112 I 92 L SOIL OPTIMUM MOISTURE TYPE CLASSIFICATION ( Percent ) - I Light Brown-Tan 10.0 Medium Sand? MAXIMUM DRY DENSITY (Pounds/Cubic Foot) 122 ! PAGE 1 OF 1 Figure No. I1 a, / k 7 L, U 7 k &J v1 a 0) a 0 & fi w 0 a 0 e w 0 U 0 0, c4 Y At tachrncnt 1 GEYl.:f\AT,: - -__ The ikcnt of this item is to nropcrly ostabl i sh yrrxctltires for clcarincj, com?actinq natural qround, nrcnai-incr arcas to bc filled, and r>l;tcinq and comvactinq fill matci-ial to the cjratfcs and sloncs as shon on thc a??rovcd plans. CL,EAI?ING: ._ - .- -. - All vcqetation, brush, and debris shall. be removed and disposed of to give the surface a neat and Einishcd appearance. COMPACTING NATUPAL GRQUND: After clcarinq, the natural qrountl shall bc scarified to a dcnth of at last 12 inches, watered to ontimum rcquirements, and comnacted to not less than 30 ncrccnt of rnzximum dry density, according to A.S.T.M. Test Method D 1557 in a 4 inch diamcter cylindrical mold of 1/33th cubic foot volumc. Field density tests shall bc taken in the natur'al ground in accordance with A.S.T.?I. Tcst I.!ethod 13 1555. --- - - - - - -- --_-- FTLI, -. - - ___ ,"!ATERIAIS: - - - __ - - Materials for the fill shall he B~DL-OVCC~ by the soils cnqinecr and shall be frcc from vcqetable matter anti other clelctcrious substances. In thc event that exnansivc matclrials are cncorintercd within 2 feet of finish qradp, thev should cithcr he entirely removed or thorouqhly mixecl with qood qranular material before incvrnoratinu then in fills. No footinq shall he allowml to bcnr on soils which in the oginion of the soils enqinccr arc! dctrimentallv exnansive, unless desiyned for this clayey condition. PLACIW AWD COYPACl'INC: FILL r?ATrZEII\L,: After r3reDarinq thc areas to be filled, thc! fill materials shall bc placcc? in Iavcrs not to cxcccd G inches in comnacted thickncss. Each laver shtill hc watered to optimum rcquircments and comnactcd t.o not less than 30 percent of maximum dry density in accordance with A.S.T.Y. Test ,".lcthod J7 1557. Compaction of the fill shall then vr-ocecd in the snccificd manner to the yrades as shown on thc LIFD~OVCC~ Dlans. - -___ _- --- --- -.---._-- - When the slope ratio of the oriqinal qround is stccner than 5.0 hor- izontal to 1.9 vertical, the oriqinal qrotind shall hc stcenencd or benched. Ground slones flatter than 5.0 horizontal to 1.0 vcrtical shall I>c benched wh,en considered necessary 13y the soils cnqinecr. Fill slones shall be comDacted by means of a shccnsfont roller or other suitable equipment. Slope comnaction shall be continued until the slows arc stable, Ix~t not too dcnsc for plantinq. F'iclcl density tests shall be taken when considered necessary by the soils cncjineer in accordance? with A.S.T.M. ?'est Nethod D 1555, and shall he ma& not exceeding 2 feet in vertical hcicjht, providing each layer is tested. SUDERr7ISION: --- ._ . - - Continuous sur>crvision of the fill shall be made by the representative of Willialn S. Krooskos & Associates durinq the cjradinq onci-ation so t!iat he can cnrtifv that the fill was placed in accordancc with these specifications. SEASON - -- - LJVTTS: - No fill material shall be placed, snread, or rolled durinq unfavorable weather conditions. When the work is interrunted by heavy rain, the fillinq operation shall not be resumed until ficld tests indicate that the moisture content and density of the fill are as previously specified. RECEIPT NO. ~CARLSBAD UNIFIED SCHOOL DISTRICT CARLSBAD HIGH SCHOOL DATE REI BU SE $ \,7sn, 10 FOR USE OF SCHOOL FACILITIES/RENTALS $ USE OF SCHOOL BUS $ TELEPHONE COMMISSIONS $ DAMAGE TO SCHOOL PROPERTY B INSURANCE CLAIMS $ VtW .sc cc \ DAMAGED OR LOST BOOKS $ REIMBURSEMENTS s SALE OF SURPLUS INCOME d ABATEMENT (EMPLOYEES) $ CHARGE TO ACCOUNT NO - g -F3CF\3 - - RECEIVED CASH . CHECK @ RECEIVED BY 1200 ELM AVENUE CARLSBAD, CA 92008-1989 Citp of QCarISbab BUILDING DEPARTMENT . August 21, 1985 TELEPHONE (619) 438-5525 N 0 M, A Partnership Carl sbad, Cal if 92008 . 690 Elm Ave #204 1761 Bruce , BP 85-118 The Carlsbad School District has notified us that your school fees have not been paid .in response to their request I of August 8. Failure to pay all fees die at the time of issuance of a building permit tends .to invalidate the permit. Please pay-your school fees to the district immediately and bring paid receipt. Fs sorry paid. to say no ~ further inspections will be made until this -- CARTER DARNELL xc: Joe Ratza Nancy Gillespie 801 Pine Avenue, Carlsbad, California 92008 729-9291 “Excellence In Education” BOARD OF TRUSTEES JAMES McCORMlCK President JOHN J. MAMAUX Vice President JULIANNE L NYGAARD Clerk JOE ANGEL Member J. EDWARD SWITZER, JR. Member DISTRICT ADMl N I STRATIO N JAMES M. STARK Interim Superintendent SUSAN-HARUMI BENTLEY Instructional Services DAVID WM. BATES, SR. Employee Relations K.C. DUNLAP Facilities/Services August 8, 1985 i N.O.M. - 690 Elm Avenue, #204 Carlsbad, CA 92008 Subject: School Fees From information furnished us by the City of Carlsbad, we note that you applied for and were issued on April 30, 1985 a building permit (No. 85-118) for one single family dwelling located at 1761 Bruce Road in Carlsbad. It is required that contributions of $1,720 per unit be paid to Carlsbad Unified School District at the time the building permit is applied for and issued. any payments not made by the developer when due and payable shall bear interest at the rate’of seven (7) percent per annum. We are, therefore, calling this matter to your attention. It will be most helpful to us if you will adivse us within the week as to your arrangements for providing the District with the contributions. The check should be made out in favor of the Carlsbad Unified School District in the amount of $1,750.10 ($1,720.00 + $30.10 interest). Please call me at (619) 438-6610 in the event there is some problem in connection with this matter, as we would like to get it resolved. It is further required that Sincerely , Business Services cc: M. Orenyak, Bldg. & Plan. Dir., City of Carlsbad B. A. Worthing Distinguished School Board Award 1984, United States Department of Education N.O.M., a California Limited Partnership c/o Henry W. Tubbs, gen. ptr. 690 Elm Avenue, #204 Carlsbad, California 92008 [619] 729-3965 Dated: .;//.p , 1985 Dated: APRIL 17, 1985 , 1985 TO : CITY OF CARLSBAD, ENGINEERING DEPARTMENT FROM: N.O.M., a California Limited Partnership (Owner of 1761 Bruce Road, Carlsbad, California) RE: STORM DRAIN EASEMENT This letter is to confirm an agreement between N.O.M., a California limited partnership [hereinafter referred to as "Owner"] and the City of Carlsbad [Engineering Department]. It is agreed between Owner and the City of Carlsbad [Engineering Department] that Owner will grant and convey a storm drain easement over an existing storm drain to the City of Carlsbad prior to occupancy of 1761 Bruce Road, Carlsbad, California. N.O.M., a California Ltd. partnership 7- *A- *-- ubbs' 111,'- eneral partner 1