The URL can be used to link to this page

Home My WebLink About2650 ACUNA CT; ; CB900019; PermitBUILDING PERMIT 05/23/90 11:27 Page 1 of 1 Development No: Permit Type: SINGLE FAMILY DWELLING Parcel No: 215-491-21-00 Valuation: 384,100 Construction Type: VN CdCSt. 19 73 Occupancy Group: R3/M1 Description: 5084 SF + 8YO SF GAR + 1134 SF Permit No: CB900019 Project No: A9000018 I Job Address: 2650 ACUNA CT Str : Fl : Ste: :5 :.!j (l.7 . "7 ,'<,<' ..;, ,..: !3,-.::: - . ., .:\: t., ,.: , ~$:w7 ,..~ .. ., .. . ., Class Code: Status: APPROVED : DECK Apr/I s sue Applied : 01/08/90 : 05/21/90 Validated By: DC OWNER : FAIMAN, JACK Lic. 619 931-3236 6838 URUBU STREET CARLSBAD, CA 920OY ~' X** Fees Required *R* . ,' ected & Credits *** "~"""~_"__~"""""" ., Fees : 19,612.00 -"--------""""--- ,. ' I. ,,,. .% ' .' , :. . , . ,. . ,' _;. . ,. Adjustments: ~. .. , * 00 . , . - ; ,~.u,~*~.~.~re~~~s-~. ,, .oo Total Fees: 19,622.00 ,. ,: ~~ratai P~(~J,,&$vs.,::.- 987.00 Balancy'.13%:.: :. 18,635.00 Fee description Units .. .f+~tlii?,~ Ext fee Data "~"""""""""""""""~~~","""""~~"~~""_"""""" ., I'. ~, ~, ,.. . ., Building Permit Plan Check Strong Motion Fee . ', Enter 'Y' to AutocaZd.Licanse Tax > F.M.F./G.M.F. and Zoke(.99) ' ' > ,. '310..:00:.' .-,';.'.: Enter 'Y' to Autocalc Lac:dsta Tf'F > Enter 'Y' to Autocalc Widge.Fee > .' * BUILDING TOTAL Each Plumbing Fixture or Tr&@ '.. '>,. ;, ., ' 27) Each Building Sewer 67.50 Each Water Heater and/or Vent ~., )., ... ~.".$.; bQ' 2.50 6.50 Gas Piping System > 2.50 1.00 Each Vacuum Breaker 2.50 2.50 > 4.00 2.50 10.00 * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > 97.00 Single Phase Per AMP > 200.00 .25 50.00 * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> 55.00 Install Furn/Ducts 15.00 Y > 1.00 9.00 Each Install/Reloc Appliance Vent > 9.00 7.00 Each Hood/Fireplace 4.50 > 31.50 x MECHANICAL TOTAL 3.00 6.50 19.50 75.00 ., .. >, I) , . 1637.00 . -* 1064.00 ,. .1' 27.00 .- . ~ ~ ~/~ .. .. .. * -, , ,;.",.' ., ,, ., . .i ~. ., i' ~'~z~,~~# is' ,. ,,,~* .' 13444.00 Y ', , ,.. . ,, 670.00 Y .. , 310.00 06 .. "1 ~ .' ~ ~ . _",'"' ' ' " .I ~. ,I ."d , .: , I ,~.. ~ *~ 530.00 Y or manually enter M.F.F'. > 1713.0@,'.'. I :'. ... 1713.00 ., 19395.00 ,I . . ', , ' *"-.'.",'.:., ("' . ,. ,,. , , Enter "y" for plumbing Ts,sue Fie ..y:,.',..;,*..' :.,""'"' ', "".' ,I- ., I ~ (e' , , ,. 7.50 Y - . . . :> ;, ..' ..'& .. , ., 5.00 Y CITY OF CAREBAD 2075 Las Palmas Dr., Carlsbad CA 92009 ( PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 1619) 438-1161 I EST. "A1 PLAN CX DEPOSlT qf7 VALID. BY 1. PERMIT TYPE A - Oc~MERCIAl UNE" BLOC. so. rw. 3. CONTACT PERS'ON f X OF STORIES SIGNATUllE 8. OWNER-BUILDER DECLARATION DATE Owner-Builder Declaration: I hereby affirm fhaf I dm exempt from the Contracror,~ hcenre Law for the following reason: I 09/14/90 INSPECTION HISTORY LISTING FOR PERMIT# CB900547 DATE INSPECTION TYPE 04/23/90 Retaining Walls 04/23/90 Retaining Walls 04/23/90 Grout 04/17/90 Footing 04/17/90 Footing INSP ACT COMMENTS RI TP wc RI Tl/RS/ RI TP AP TP RI Tl/MH/756-1221 AP GRADE WALLS HIT <RETURN> TO CONTINUE... - FINAL BUILDING INSPECTION 1 DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB900019 PERMIT#: CB900019 PROJECT NAME: 5084 SF + 890 SF GAR + 1134 SF DECK ADDRESS: 2650 ACUNA CT CONTACT PERSON/PHONE#: MH/JAN/756-1221 SEWER DIST: LC WATER DIST: CA INSPECTED DATE BY : INSPECTED: MAY ' lg9' APPROVED - DISAPPROVED - INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED COMMENTS : ZT$i$Water Dlstrlct ....................................... ........................ LIIsIl- .~ ~ ~. (61 9) 438-3367 ? FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB900019 PERMIT#: CB900019 PROJECT NAME: 5084 SF + 890 SF GAR + 1134 SF DECK ADDRESS: 2650 ACUNA CT CONTACT PERSON/PHONE#: MH/JAN/756-1221 SEWER DIST: LC WATER DIST: CA INSPECTED BY : &-hk-/ DATE INSPECTED: 4Jh& APPROVED __ DISAPPROVED - INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED - FINAL BUILDING INSPECTION DEET: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB900019 PERMIT#: CB900019 PROJECT NAME: 5084 SF + 890 SF GAR + 1134 SF DECK DATE: 04/24/91 PERMIT TYPE: SFD ADDRESS: 2650 ACUNA CT CONTACT PERSON/PHONE#: MH/JAN/756-1221 SEWER DIST: LC WATER DIST: CA """ ............................. _"" ............................. DATE INSPECTED: yf&bt APPROVED - d DISAPPROVED - INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY : INSPECTED : APPROVED - DISAPPROVED - ....................................... ""_"""""""""""""""""""""""""""""""""""" COMMENTS : May IO, 1991 TO: FROM: Van Lynch RE: pm50 Acuna Cowt The Planning Department can approve the two pilasters adjacent to the driveway to the height that they are presently built ( 5'). The fence and gate shall not exceed 42 inches in height. Van Lynch Planning Technician C: Erin Letsch - FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING' U/M WATER PLAN CHECK#: CB900019 PERMIT#: CB900019 PROJECT NAME: 5084 SF + 890 SF GAR + 1134 SF DECK DATE: 04/24/91 PERMIT TYPE: SFD ADDRESS: 2650 ACUNA CT SEWER DIST: LC CONTACT PERSON/PHONE#: MH/JAN/756-1221 WATER DIST: CA ....................................... ....................................... INSPECTED DATE BY : INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED ....................................... ....................................... COMMENTS : / /"\Kn 1 / A / , ,/ I /A r I / LI (Q5 1' - V' -, CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB900019 DESCRIPTION: 5084 SF + 890 SF GAR + 1134 SF FOR 04/24/91 INSPECTOR AREA PK PLANCK# CB900019 DECK TYPE: SFD JOB ADDRESS: 2650 ACUNA CT APPLICANT: FAIMAN, JACK CONTRACTOR: OWNER: FAIMAN, JACK REMARKS: MH/JAN/756-1221 SPECIAL INSTRUCT: TOTAL TIME : "RELATED PERMITS" PERMIT# TYPE PE289620 EING RW910047 ROW CD LVL DESCRIPTION ACT 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical " " " .. .. .. OCC GRP CONSTR. TYPE NEW STR: FL: STE : PHONE : PHONE: 619 931-3236 PHONE: 619 9fi3236 INSPECTOR L STATUS ISSUED ISSUED COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 120590 112090 111490 110890 110890 110690 102490 102490 102490 102490 102290 102290 101990 101690 101090 092690 092690 071790 060690 053090 052590 052590 052590 Exterior Lath/Drywall Exterior Lath/Drywall Exterior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Rough/Ducts/Dampers Rough Electric Rough/Topout Rough Combo Frame/Steel/Bolting/Welding Rough Combo Rough Combo Rough Combo Rough Combo Gas/Test/Repairs Const. Service/Agricultural Sewer/Water Service Ftg/Foundation/Piers Grout Ftg/Foundation/Piers Underground/Under Floor Steel/Bond Beam ACT INSP NR PK RED TAG @1:15 PM/NO Sum@ SIT COMMENTS AP PK CO PK REINSPECTION FEE REQUIRED sw PK SEE CORR NOTICE 11/20/90 NR PK WINDOW FLASHING NR PK AP PK co PK PA PK PA PK CA PK co PK CA PK co PK PI PK NR MP AP MP AP MP PA MP AP MP AP MP AP MP AP MP T-BAR SEE COMMENTS 10/16/90 SEE INSPECTOR NOTES 10-10-90 OK TO BACKFILL OK TO GROUT PENDING LETTER FROM SOILS ENG GARAGE & LIVING ROOM WALLS 0 ROUGH PLUMBING 0 TOP OUT PLUMMNG 0 SIEWIIR,AELD PUCO. 12 cfi \\ c...- 0 TUB OR SHOWER PAN 0 GAS TEST ,! t,, .-\ 1' ~ q.s4- 91 0 WATER HEATER ., , ,' . ~_ ,~ .. ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 523 0 POOL BONDING 0 ELECTRIC SERVICE 0 UFER GROUND 0 G.F.I. 0 SMOKE DETECTOR It MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 CONDITIONED AIR SYSTEMS 0 SOLAR 0 GRADING 0 POOL 0 PATIO 0 SIGN 0 0T.HER . ', CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB900019 FOR 12/05/90 INSPECTOR AREA PK DESCRIPTION: 5084 SF + 890 SF GAR + 1134 SF DECK OCC GRP PLANCK# CB900019 TYPE: SFD CONSTR. TYPE NEW JOB ADDRESS: 2650 ACUNA CT APPLICANT: FAIMAN, JACK PHONE: 619 931-3236 CONTRACTOR: PHONE : OWNER : FAIMAN, JACK PHONE: 619 STR: FL: STE : REMARKS: MH/JAN/756-1221 SPECIAL INSTRUCT: RED TAG SUPPOSED TO BE REMOVED INSPECTOR TOTAL TIME: "RELATED PERMITS" PERMIT# TYPE PE289620 EING ISSUED STATUS CD LVL DESCRIPTION ACT COMMENTS 18 ST Exterior Lath/Drywall &- rY6 A44d mu e? /.Xi? " - /vd W&Pr or' 1 T//Z ***** INSPECTION HISTORY ***** DATE 112090 111490 110890 110890 110690 102490 102490 102490 102490 102290 102290 101990 101690 101090 092690 092690 071790 060690 053090 052590 052590 052590 DESCRIPTION Exterior Lath/Drywall Exterior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Rough/Ducts/Dampers Interior Lath/Drywall Rough Electric Rough/Topout Frame/Steel/Bolting/Welding Rough Combo Rough Combo Rough Combo Rough Combo Rough Combo Gas/Test/Repairs Const. Service/Agricultural Ftg/Foundation/Piers sewer/Water Service Grout Ftg/Foundation/Piers Steel/Bond Beam Underground/Under Floor ACT INSP COMMENTS SW PK SEE CORR NOTICE 11/20/90 CO PK AP PK REINSPECTION FEE REQUIRED NR PK NR PK WINDOW FLASHING AP PK CO PK PA PK PA PK CA PK CO PK CA PK CO PK NR MP PI PK PA MP AP MP AP MP AP MP AP MP AP MP AP MP T-BAR SEE COMMENTS 10/16/90 SEE INSPECTOR NOTES 10-10-90 OK TO BACKFILL PENDING UTTER FROM SOILS ENG OK TO GROUT GARAGE & LIVING ROOM WALLS c CORRECTION NOTICE ADDRESS: dL6D Rcu~~, 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PUCO. 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 UFER GROUND 0 ELECTRIC SERVICE 0 G.F.I. 0 SMOKE DETECTOR MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 CONDITIONED AIR SYSTEMS 0 SOLAR 0 GRADING 0 POOL 0 PATIO 0 SIGN 0 OTHER TIME: DATE INSPECTOR CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE. -550 ** Note: Flnel lnspectlon Requlred ~ ~ , ~ "_~_ ~~~~~ _-.~ ~ ~ ~ ~ ~. ~ ~-1__" " ,, .... .. .. .... ... ... STOP WORK City of Carlsbad - State of California Office of City Engineer NOTICE This site has been inspected and is delicient in the following area(s): %Erosion Control 0 Dramage Structures 0 Sewer Lines 0 Wnter Lines 0 Trenching and Backfilling 0 Asphalt Concrete 0 Concrete Work 0 No Permit 0 Traffic Control 0 Improper Grading 0 Other Please correct as noted below before any further work is done. ()DEPARTMENT 1 UNTIL THIS N ALL BUIIDING AND ENGINEERING DltC 1:~ Cily EnW Do NOT REMOVE THIS NOTICE "_ ... ....... - ................. DETACH and Bring this Porlion of Card to CIty Hall. No work can resume unlil this card has been signed-off by the Cily Engineer. I om,- .r cixy ~~~i~~ - city or csrlrhrd OFFICE OF CITY ENGINEER - CITY OF CARLSBAD RED: ;oh Site PINK Bvilllin~ WHITE Enpinrrl . . .. . SAN DlEGO AREA ~1, z CIRCUIT CARD AND LOAD SUMMARY E mLED OUT AND AVAILABLE AT THE SERVICE EQUIPMENT FOR "HE ROUGH NSP~oN See Calculation Worksheet on back for S.F.D. only YSTEM VOLTAGE SERVICE GROUNDKIND M,cf~4(6 Md 4hmS (including new and existing cir DPLU #184 (Rev. 1/89) -/I 7 . .. - . . . . Y 0 Y 2 .. ., 'I i '1 I 32- F y: 2 I Y ESGIL CORPORATION 9320 CHESAPEAKE DR., SUlTE 208 SAN DIEGO, CA 92 I23 (619) 560-1468 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 n with the iurisdiction's buildins codes when minor deficien- - ties identified checked by building department staff. - are resolved and 0. The plans transmitted herewith have significant deficiencies ldentified on the enclosed check list and should be corrected and resubmitted for a complete recheck. c 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 a jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plap check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # - 0 REMARKS: By:' mlthrie) kra?c Enclosures: ESGIL CORPORATION OGA DAA Ow ODM +I Lr 4 647" -. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 92 123 (619) 5801468 DATE: 5-/?- '20 JURISDICTION: G=Zk&7 PLAN CHECK NO: 90 - 019 SET : [IlUPS OFILE COPY PROJECT ADDRESS: 26 50 A cun Q 77 UDESIGNER 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. 0 with the iurisdiction's buildinu codes when minor deficien- The plans transmitted herewith will substantially comply cies idenfif ied checked by building department staff. - are resolved and 0. $i The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 5*4 0 5 7 %Owl 21- lIlr'ss1bo Ade. 5%. L , So- D/P-~ C11 ?iL/ /A Esgil staff did not advise the applicant contact person that IxI plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: By: rnl-dee) kre 7" L ESGIL CORPORATION Enclosures: Plan check is limited to technical reqdirements contained in the Uniform Suilding Code, Uniform Plmbing Code, iiciform Mechanical Code, National Electrical Code and state laws regulating energy by the hilding Inspection Depzraent. You ray hare other ccrrections based on 12& and crdirsnces consenation, no:se attenuation and disabled access. The plan check is based on regulations enforced enforced by the Planning Deprrtnent, Engineering Departnant or other departments. The items shohn below need clarification, modification or change. All items have to be satisfied before the p1m.s will be in coniormrnce wit3 the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, Lhe apprcvai of the plans does not penit the violation of any state, county or city la*.. A. PLWI'S ihe follo~ing it- have not been resolved Please &.e all corrections on the original reviews. The original tracings and submit two new sets of prints, correction number has been given for your reference. In case you did not keep a copy and any original plan sets that may have been returned to you by,the jurisdiction, to: of the prior correction list, we have enclcsed 'Lose Fazes conuinine the still sa? c;;p3p C# 4qz-j Please indicate here if any changes have I @ To facilitate rechecking, plezse identify, been made to the plans that ere not a resuit next to each item, the sheet of the plans of corrections from this list. If there L-e other c!mng2s, please briefly describe the3 upon which each correction on ?&is sheet has and Khere they are located on the pliins. been made and return this check sheet with the revised plans. iiave ctiaxges been made to the plans not resulting from this correction list? Please check. Yes No Form NO. RF'CS.41290 I .. 9 ;ytkribr valls closer than 3 feet to a property in- <hall have 30 Llr\ parapets uhen the floor . .. .. .-._ ?rea per floor exceeds 1,000 square feet. ;ection 1709. projections, including eaves, my not extend ,ore thur 12 inches into the 3 foot setback from the property line. Section 1710. &ves over required vindows shall be not less thur 30 inches from the side and r- property lines. Section 50L. plastic skylights Shall not be installed within that portion Of a roof located within a distance to property line where opMings in exteriorwalls are prohibited or-required to be .. protected. . Section 5207 (a) 7. .. ' . .. . .. , . .. . projections, including eaves, shall be one- hour fire-resistive construction, hmvy timber or of noncombustible material if they project into the 3' setback ax- from the property line. Section 1710. show location of pemently wired snoke detector: - a. Centrally located in corridor or uea b. On fach story. C. In the basement. d. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. e. In rooms adjacent to hallways sersing bedrooy. when such room have a ceiling giving access to sleeping rooms. height 2L inches or nore above the ceilini height in the hallway. HOE: Detectors shall sound m alarm a*Jdible in - all sleeping areas of the unit. - @I openable window k -ea in habitable rooms mst be 1/20 of L\e flocr axed and a miniow of 5 square feet. In bathroons, laundry rooms and similar room 1/20 of area is required and minimu is 1.5 sq. ft. (Section 1205 (a)). lit least 112 of the coznon wall wst 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 \,entilation is being supplied from cn adjacent room. Section 1205 (a). r3 Cifchrzq 6 6Li+ 10% @. Required windows shall not open into a roofed porch unleSS the ceiling height is at least 7 feet, the longer side is at leest 65% open, and the porch abuts a street, yard or cout. Section 1205 (a). @ Provide mechnical ventilation capable of providing five air changes per hoL- in bathroons, water closet conpartments, laundry windows are not provided. Section 1205 (c). rooms and similar roous if required openable &f*l log U-T Show discharge point for ewhaust air to be at least 5 feet from any mehical ventilating int&.e. ,Z%C tmctless fans mot be used in bathrooms if a tub or shover is present. No habitable room, other than a kitchen, shall be less than 7'0" in my dimension. Section 1207 (c). / Show that ceiling height for habitable room is a minima of 7'6". Section 1207 (a). Nhallways, corridors, and bathrooms is a Show ceiling height for laundry rooms, ninh of 7'0". Section 1207 fa). B( %en the valuation of a room addition or repair exceeds Jl,OOO, or Vhen sleeping soocs are @ Dimemion on the plms the 30" clev width for Cx-ted, smoke detectors shall be provided at uistinq bedroons per item 19 above. water closet con put men^ and 24'' clearance in front of water closet. Section 511 (a). .. / wa rmIDMIut RE"wps Specify skcety glazing for glazing in fl hazlrdou' locations such as glass doors, ,/l'.zbitable rooms, . other than kitcHens, shall contain At 1-t 70 squrre feet of floor area. glazing adjacent to doors and gluing atjacent ht least one room shall have not less thn 120, to walking surfsces. Section 5406. square feet of floor LC-. Section 1207 (b). Gluing, in the sme wall plane as a door, door and less than 60" above the walking Window arca must be at least 1/10 of the floor surface, unless the glazing is leaded or arm and a minh of 10 square feet per faceted glass. Section 5L06 (d) 6. Section 1205 (a). Appears to be deficient in @ Glaring in shower and tub enclosures shall b% tenpered. laminated or approved plastic (including windows within 5 feet~ of tub or must be szdety glaring if within 12" of the ~. ... .. . . ... Q I 86. ~11 chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance galvanized wire or 24 gauge stainless steel. equivalent to 12 gauge wire, 19 gauge openings shall not permit the passage of spheres having a diameter larger than 112-inch having a diameter of less than 318-inch. and shall not block the passage of spheres @. please see additional corrections, or remarks, E?) on the following page. To speed up the. recheck process, note on this been addressed, a.e., plan sheet, note or list (or a copy) where each correction item has detail number, calculation page, etc. 1' 189. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad hrs contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 200, San Diego, California 92123; telephone number project. If you have any questions regarding thesa 619/560-1468, to perform the plan check for your plan check items, please contact rn,;hGd K ML I at Esgil Corporation. If you have any questions regarding City Building pemit procedures, please contact Carter Darnel1 at the City of Carlsbad, 2075 IAS Palms4 Dr., telephone 619/L!38-1161. man* you. Enclosures: 1116190 11 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 56Q1468 OFILE COPY DDESIGNER OUPS PROJECT NAME: F4im~iM R&sd" 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. 0 with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply cies identified checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the are resolved and 0 identified on the enclosed check list and should be corrected a 0 jurisdiction to return to the applicant contact person. @The applicant's copy of the check list has been sent to: CTcn ssulGls?"wl .. 212s mss/ t& A ve , sU;~ z , db Dl~qo, CA 4211g plan check has been completed. '. Esgil staff did not advise the applicant contact person that 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # - 0 REMARKS: By:. IT'lICl?s, I )Crat? ESGIL CORPORATION Enclosures: JURISDICTION: Date plans received by plan checker: Y-fT-% PLAN CHECK NO. : 95- 61 4 Date plan recheck completed: y- z5- By: mrch?d k-7% PROJECT ADDRESS: 265u ACYW CX To: st-- Selzs-t-< 2110 t~rs16.r hue. 5kdG z, S, .~l'- CA SYI~ RECHECK PLAN CORRECTION SHEET FOREWORD: PLWSE RWD 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 disabled access. 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 shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. @ The following items have not been resolved from previous plan reviews. The original Please make all corrections on the original tracings and submit two new sets of prints, correction number has been given for your and any original plan sets that may have been reference. In case you did not keep a copy of the prior correction list, we have returned to ou by the jurisdiction, to: enclosed those pages containing the still nc outstanding corrections. Please contact me b"" E59;I L. I SUH 13re4o. CA- 5-125 @. Please indicate here if any changes have , been made to the plans that are not a result To facilitate rechecking, please identify, of corrections from this list. If there are upon which each correction on this sheet has next to each item, the sheet of the plans other changes, please briefly describe them and where they are located on the plans. been made and return this check sheet with the revised plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No Form NO. RPCS.41290 .- . ,. ..,. . .~ .~ . . ~~ : .~. i . .. ~~ . ~. ~~i. . all corrections on the original submit two new sets of prints, and any original plan sets that nay have been returned to you by the jurisdiction, to: Uf Esgil Corporation, 9320 Qlesapeake Drive, Suite 1208, San Diego, California 92123, (619) 560-ih68. 6. 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: Ihe jurisdiction's building department. ., . . J/ Indicate on the' Title 'Sheet.of the plans, the name of the leaal owner and name of Person - Section 302(a)7. responsible for-the preparation of the pl'ans. @ All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). @ Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 5/ Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(d). @ Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1987 hZC. # Submit fully dimensioned plot plan dram 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 adjacht finish grade. Show drainage patterns vith. minimum slopes. Section 302(d). d Indicate distance from property lines to proposed building. Section 302(d). Show on the title sheet all structures! pools, ?p' valls; etc'. included unde? this applxcation. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. On the cover sheet of the plans, specify any items requiring special inspection, by way of the following: In addition to the remlar insDections. the REOUIRED SPECIAL INSTRUCTIONS followine checked items- will ais0 reauire Special rnspection in accordance with Sic 306 of the Uniform Building Code. ITM REO. IF PJWJXS SOILS COMPLIANCE PRIOR x) FOUNDATION INSP. CHiCw, STRUCTURAL CONWm OVER 2500 PSI PRESTRESSED STEEL FIELD WING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASOhRY SPRAYED ON FIRE PROOFING PILXS/CAISSONS DESIGNER-SPECIFIED OniER PRUECIION Exterior walls closer than 3 feet to property /lines.shall be one-hour rated construction and have no openings. Table 3-A. 12/11/89 2 ~ ~~ .,, , fitkri& .Galls closer than 3 feet to a property ~' :, :,-: ~.:-~:: ~."" ~ . ~ I~ line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. section 1709. .. .~ ~. ~ . I - projections, including eaves, ray not extend more then 12 inches into the 3 foot setback from the property line. Section 1710. aves over required wind0b.s shall be not less than 30 inches from the side and rear property lines. Section 504. plastic skylights Shall not be installed within that portion Of a roof located within a distance to property line where opMings in exterioryalls are prohibited or.required to be protected. . '... .. Section 5207 (a) 7. .. , . -1' I :E. 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. ,3 Show location of perrvnently wired smoke giving access to sleeping rooms. detector: a. Centrally located in corridor or area - . b. On each story. c. In the basement. d. When sleeping rooms are upstairs, at the upper level in close proximity to the e. In rooms adjacent to hallways serving stair. bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling NOIE: Detectors shall sound an alarm audible in height in the hallvay. - all sleeping areas of the unit. hhen the VahIatiOn of a room addition or repair exceeds $1,000, or when sleeping room are created, smoke detectors shall be provided at existing bedrooms per item 19 above. )-/Habitable rooms, . other then kitdiens, shall ht 1-t one room shall have not Aess than 120 contain at l&t 70 square feet of floor area. square feet of floor mea. Section 1207 (b). Window area mst be at 1-t 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 1120 of the floor area and a minh of 5 square feet. In bathrooms, laundry rooms and similar room 1/20 of area is reouired and - ht least 112 of 'the cornon -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 lieht and ventilation is being supplied from an-adjacent room. Section 1205 (a). ,id. Required vindous 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). @ Provfde mechanical ventilation capable of provldmg five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). &j*l 10s W Show dischaxae point for exhaust air to be at least 5 feef fiom any mechmical ventilating intake. Ductless fans mot be used in bathrooms if a tub or shower is present. x be less than 7'0" in any dimension. Section No habitable room, other than a kitchen, shall 1207 (c). x show t+aF ceiling height for habitable rooms 1s a m1nlDlul of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, Nhallways, corridors, and bathrooms is a minh of 7'0". Section 1207 (a). @ Dinension on the plans the 30" clear width for vater closet coqartments and 24" clearance in front of water closet. Section 511 (a). {Specify ' sdety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to 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 ualkinr surface, unless the glazin is leaded o't faceted glass. Section 5406 $d) 6. ~ ~~~ @ Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or occupancy separation is not required between N-;cwort and residence,,provided the carport is open on two or more sides and has no enclosed above. Section 503 (a) fiception 3. /show garage framing sections, size of header plate line, method bracing garage front and over garage opening, lateral cross bracing at holddoms if required. chapter 23. NOTE: Haximum shear panel height-to-width ratio is 3 112 to 1 for plywood. Table 25-1. may open into the garage only if the or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (i). Provide' an 18" raised platform for any FhU, water heater, or other device in the garage k.hich may generate a flame or spark. UHC Section 508, WC Section 1310 (a). 78. 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). 79. The foundation plan does not comply with the soils report recornendations for this project. Please review the report and modify design, notes and details as required to show compliance: / 80. Provide notes on the foundation plan listing the soils report recomendation for foundations, slab and building pad preparation. ( 82. The soils report recommendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation the building official in writing that: inspection, the soils engineer shall advise 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." ,d ;!: height of all foundation walls. Chapter &/Show height of retained earth on all @'. If cut or fill slopes exist, show distance of foundation to edee of cut or fill slooes and foundation walls. Chapter 23. show steepness Gd heights of cuts and 'fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). / Note cn plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). H Dimension foundation per U.B.C. Table 29A: Floors SuDDorted* Stemall Width Depth Thickness 1 6" 2 12" 12" 8" 6" 15" 18" 7" 81. Provide a letter from the sails eneineer 3 10" 18" 2lr" -~ -~ 8,- - ~ ~ ~~~~ ."" . " . confirming that the foundation plan? grading plan and specifications have been renewed and that it has been determined that tlh SrFoundations my support a roof in addition to the recomendations in the soils report are floors. hhere only a roof is supported, use foundation for one floor. " -. properly incorporated into the conitruction documents (when rewired bv the soil reDort1. Bp( Show foundation sills to be Dressure treated. .. , or equal. Section 2516 (c) 3.. Show foundation bolt size and spacing. Section 2907 (f). F-. Speclfy size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (d). d If .required, show size, imbedment and location of hold dom anchors on foundation plan. Section 302 (d). the size, locat'ion and type of all heating and cooling appliances or systems. 6 0' 0 139 Show source of combustion air to furnace, per chapter 6, UHC. 140 Every dwelling unit shall be provided with heating facilities capable of naintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1212. 141. Show minimum 30" deep unobstructed working pdmmice shall not be installed in any bedroom, bathroom or in a closet or confined space with access Only throueh such room unless space in front of furnace. Section 505, UMC. specified as- direct ient appliance, enclosed furnace or electric heating appliance. Section 704 UHC. Show I.C.B.O. approval number for prefab fireplace. JhK Show access to the attic containing equipment to be minu 30 inches by 30 inches. 'he openins? may be 22 inches bv 30 inches if the ehuipmint -&I be removed Gough such opening. Section 708 1MC. l&. mere equipment is installed in the attic, the distance from the attic access to such equipment shall nto exceed 20 feet. &Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. WShow pewent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UHC. WShow details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. @. Note on plan: Gas vents Ejrd'non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at UBC, Section 1706 (3 6. each floor or ceili . @ 1903. Provide dryer vent to outside. UHC, Section EISIJIRICAZ. (lunONAL EIBbUCAZ. CoDEl All wiring shall comply with the tiational Electrical Code. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub- panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. #Show location of all electrical receptacles. @ Electrical receptacle locations andlor sp cing is not adequate in K%O,lhs. ~IY 107 .8 t7m IOZ Q q-7 LOLA& * e. Show at least one convenience outlet other than outlets for laundry, etc., outdoors in garages v. ~ZC, Art.& laundry and %tlar equipment) and basements shall. be GFI protected. hZC, Art. 210-8. . Note electrical system ground to be provided per NEC, Art. 250-81. PLDIIBlX (UNlR?+l PlRHBlX CDDEI @ plans. UPC, Section 1301. . Show water heater size, twe and on @ Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lover twelve inches. UPC, Section 1307. Fuel combustion water heater shall not be fi installed in bzth or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water heat;, from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. 61 Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). ~~ 12/11/89 9 .. Show that water heater is adequately braced to reslst seismic forces, when not connected by @ kitchen(s) per CAC, Title U, 2-535273). rigid pipe. WC Section 504(d). Show shower Stall can accomodate a 30" circle 3 Provide fluorescent general li hting in CARlSBAD S.P.D. h DUPLEX ?# and has a minimum floor area of 1,024 sq. in. @. Energy conservation design should be for Zone upc 909 (a). 7. 1 . Show detsils of duplex comon (party) walls and floorlceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) Title 24. rating on floorlceiling of 50 decibels. -1 1 5. 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 24. 1 6. 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 24. BIbRGp alNsmvmoLI drovide plans, calculations and worksheets to w show compliance with current energy standards. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 0 69 All energy items shown on the plans rust be in properly completed Form CF-lR. agreement with the information shown on the 0 mandatory energy conservation requirements as 170 Specify on the buildins plans all of the listed on the enclosure titled, "Handatorv Enem Conservation Requirements". Show the &e, model and ef.ficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTUIHr. /For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. See 8eJaw . @ @ Floor drains must have auto-prime (city pol1cy). WNote exhaust fans cmot be ductless tfle (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 314" 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). Y @ 5 79 All piping for present or future solar water heating mst 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 wall(s). space occurs below grade at the masonry 0. 181 Show on the Title Sheet on the plans, the Developmental Services Sheet 112383. information required by the attached additions, require a soils report. Please 82 All new residential buildings, including submit two copies. Heavy timber framing, minimum 6" x 10" beams @and minimum 8" x 8" post, for the structural beam and collmm supporting the fire separation between the garage and living area above, is policy). acceptable if shown on the plans. (city #AU stmctures require a Class B roof addition covers all of the existing building covering, except room additions. If a room doesn't apply. (2nd story addition), then the above exception NCity Ordinance 9792 requires two parking washing machines, etc. Show compliance. spaceslunit with clear area of 20'x20' i.e. no - ... .% . .. 0 86. All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet Of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 112-inch and shall not block the passage of spheres having a diameter of less than 318-inch. @ @ . Please see additional corrections, or remarks, on the following page. To speed up the. recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. J .’’ 189. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No Ihe City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number project. If you have any questions regarding these 619i560-1468, to perform the plan check for your plan check items, please contact rn1;hqd l~,-a~ at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. lhanlr you. Enclosures: 1. .. .. .. .' . 'I I I I - ESGIL CORPORATION 9320 CHESAPEAKE DR.. SULTE 208 SAN DIEGO, CA 92123 (619) 560-1468 . DATE : 1 - IY-YD 17 APPLICANT JURISDICTION : CARLSBAD PLAN CHECK NO: 96- 014 SET: GUPS UFILE COPY GDESIGNER PROJECT ADDRESS : 26.50 PROJECT NAME: Fa /'men KPS, Ac uyly 57- 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been.corrected where building codes. The plans transmitted herewith will substantially comply cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil'COrp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed €or the . 0 with the jurisdiction's -building codes when minor deficien- 0 identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: st,* S&h&-D~ . sur, 2 . 21- t%+.s,~o A*. G+~ PiAo, CA 9ZIlk @ 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: 53,~~ S _. 4,1/IST~oe,7 Date contacted: I Telephone # 241 - Zo 5fi 0 REMARKS: Enclosures: ESGIL CORPORATION DGA .Dm Ow ODM ,-,,- Date plans received by jurisdiction: 1- l3-46 Date plans received by Esgil Corporation: I- I/ - Ljh Date initial plan check completed: 1- 19- 90 BY: k-?. Applicant contact person: %-t" Telephone: .2-7 I - 2256 - - FoRmoRu: F%EuEREm 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 model codes: construction comply with Title 24 and the following 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1987 NEC (eff. 10/28/87) 1988 UMC (eff. 1/1/90) me above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building Code, the approval of the plans does not pennit the violation of any state, county or city law. To SDeed UD the recheck Drocess. note on this list addressed i.e.. 01an sheet. soecification. etc. Be lor a CODY) where each correction item has been sure to enclose the marked UD list when YOU submit the revised 01an~. Rw: PM;g~ARB~~~AsPA(;BsIuvIR.WD~AEgDIIc;~~~~. List No. 12, Carlsbad Single Family Duelling and Ihaplex With All Supplemants. (1988 WC) mAns 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 1208, San Diego, California 92123, (619) 560-1468. please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. .. . 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 engineer or architect responsible for their signed by the California state licensed preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the project including dwelling, garage, carport, gross floor area of each element of this patio, deck and balcony. Section 302(d). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and LPC and 1987 KC. Submit fully dimensioned plot plan dram 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(d). Indicate distance from property lines to proposed building. Section 302(d). Show on the title sheet all StNCtWeS, pools, walls, etc. included undeZ this application'. hy portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." or a story, based on the definitions in Clearly show if the lower level is a basement Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. /On the cover sheet of the plans, specify any the following: items requiring special inspection, by way of In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 306 of the Uniform Building Code. FZOUIRED SPECIAL INSTRUCTIONS ITM REO. IF REMARKS C@CKED SOILS WPLIANCE PRIOR TO FOUNDATION INSP. STRUW CONCREJE OVER 2500 PSI PRESTRESSrn sm FIELD WELDING HIGH SZaENGM BOLTS EXPANSION ANQiORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILESICAISSONS DESIGNLR-SPECIFIED OTmX FIREPRwEmION /lines shall be one-hour rated construction and Exterior walls closer than 3 feet to property have no openings. Table 5-A. 1'. >.terior walls closer than 3 feet to a property =ea per floor exceeds 1,000 square feet. line shall have 30 inch parapets When the floor Saction 1709. 1 . projections, including eaves, nay not extend more than 12 inches into the 3 foot setback from the property line. Section 1710. i,. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. \ 17. Plastic skylights Shall not be installed within that portion of a roof located within a distance to property line vhere openings in exterioryalls are prohibited or required to be protected. ' Section 5207 (a) 7. . , : .. . . 1 . 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 giving access to sleeping rooms. detector: a. Centrally located in corridor or area - . b. On each story. C. In the basement. d. When sleeping rooms are upstairs, at the upper level in close proximity to the e. In rooms adjacent to hallways serving stair. bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling NOTE: Detectors shall sound an alarm audible in height in the hallway. - all sleeping areas of the unit. -Ld When the valuation of a room addition or repair exceeds 51,000, or when sleeping rooms are created, smoke detectors shall be provided at existinq bedrooms per item 19 above. @ Openable window area in habitable rooms mst be 1/20 of the floor area and a minh of 5 square feet. In bathrooms, laundry rooms and minh is 1.5 sq. ft. (Section 1205 (a)). similar rooms 1/20 of area is required and = pd At least 112 of the common wall mt 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). a Ktickeq g-7~~ /L.& @. Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). @ Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). &&,3-r, log W Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. 3%' Ductless fans cannot be used in bathrooms if a tub or shower is present. No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms 1s a minimum of 7'6". Section 1207 (a). /hallways, corridors, ad bathrooms is a Show ceiling height for laundry rooms, 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 sdety glazing for glazing in 3i/Habitable rooms, . other than kitdiens, shall contain at l&t 70 square feet of floor =ea. to valking surfaces. Section 5406. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window are^ must be at 1-t 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in ' hazardous locations SUA as gl&s doors, glazing adjacent to doors and glazing adjacent @ 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. @ Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or 12112l89 3 3d 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. Easements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. /A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 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 1116. The loft you show does not comply as a {mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. filoors above the second st,, shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than hediately above the second story. 2. When the third floor within a unit does not provided. Section 3303(a). exceed 500 sq. ft., only one exit need be /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 oorches. balconies. and onen sides of stair r/ 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. Provide stairway and landing-details. Section 3306 (b), (c) and (p). a. Haximum rise is 7" and minimum mn is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, minimum. rise may be 8" maximum and run 9" b. H'inimum headroom is 6'-6". c. Minimum width is 36". & _, All handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail for stairways with 4 or more risers. b. Handrail shall be 34" above the nosing of treads. (per Title 24) c. The handgrip portion of handrail shall be not less than ]. 112", nor more than 2" in cross-sectional dimension. ,l+d 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 (j) . 4FA door may open inward at the top step of a stairway provided the top step is not more than 7 112" lower than the floor level. Section 3304 (i). 48/yith'Section 3306 (d): Provide details of winding stairway complying 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. Haximum rise is 8 inches. c. Minimum width is 36 inches. 1/16/90 4 y/ provide spiral stairway details, per Section 3306 (f): a. ~inh run is 7 112 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 112 inches. Maximum clear opening between risers is 6 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. 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 wmetal staiway, 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. 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). 8/ Within units, show that corridors have a Y minimum width of 36 inches. Section 3305 (b). lEmpMG .d- Specify roof slope. Yf Roof slope is not adequate for roof type specified. Table 32-B,C,D and E. Specify roof material and application. Chapter 8 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. @ Specify minimum 114 inch per foot roof slope water. Section 3207 (a) and Section 2305 (f). for drainage or design to support accumulated /%ow roof drains and overflows. Section 3207. 4r( Provide skylight details 20 show compliance nth Sections 3401 and 5207 or provide I.C.B.O. approval number. ,fX' Plastic skylights must be separated from each @ Show attic ventilation. Minimum vent area is 11150 of attic area or 11300 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). other by at least 4 feet. Section 5207 (a).6. HASONW 65. 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 joints. (a). Show ties and 19 wire in horizontal @ Show height and construction details of all pd Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is ereater. Cross erain tension or masonry walls. Chapt r 24. 5ea 219 bending in woo; ledgers is not-permitted. Section 2310. /#/Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. varage requires one-hour fire protection on the garage side of walls and ceiling comn to the dwelling. Table 5-B, Section 503 (dl. &All elements supporting floor above garage, have one-hour fire-resistive protection on the including walls supporting floor joists, must /Show 1 318" solid core self-closing door for openings between garage and dwelling. Section 503 (d). <Garages are not permitted to open into a room ' garage side. Section 503 (b) used for sleeping purposes. Section 1104. JJ/ h 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. J,/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 height-to-width ratio is 3 112 to 1 for plywood. 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 (i). / /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). 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 Please review the report and modify design, soils report recomendations for this project. notes and details as required to show compliance: Provide notes on the foundation plan listing the soils report recomendation 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 reconrmendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils report recomendations 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, fomings and reinforcements comply with the soils report and approved plan." s"' 23. Show height of all foundation walls. Chapter /Show height of retained earth on all @. 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. foundation walls. Chapter 23. ga, Note on plans that wood shall be 6" minimum fl Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). above finish grade. Section 2907 (a). -5EF Dimension foundation per U.B.C. Table 29A: Floors SuDDortedY Stemall Thickness 1 6" 2 12" 12" 8" 15" 18" 6" 7" 3 10" 18" 24" 8" *Foundations may support a roof in addition to the floors. hhere only a roof is supported, use foundation for one floor. p' Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (d). / If required, show size, imbedment and location of hold down anchors on foundation plan. Section 302 (d). @ hold down anchors must be tied in place prior If hold downs are required, note on plan that to foundation inspection. Section 305 (e) 1. # Show adequate footings under all bearing walls @ Show on the plans stepped footings for slopes steeper than 1:lO. 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. and shear walls. Section 2907 (b). 6 Show pier size, spacing and depth into undlsturbed soil. Table 29-A. fl Show minimum .dderfloor access of 18" x 24". Section 2516 (c): 6 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. EmEE dShow wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of equivalent. Section 2517 (9) 3, Table 25-V. length with 1 x 4 diagonal let-in braces or In 2-story buildings, shear panels at the first +story (at least 48 inches in width) shall be possible and comprise at least 25 percent of located at each end or as near thereto as the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. 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), 2511 (d) 6. )d.how blocking at ends and at supports of floor Joists, rafters and trsses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. hearing partitions, perpendicular to joists, beams, walls or partitions, more than the depth shall not be offset from supporting girders, of the joist. Section 2511 (d) 5. k -not more than 4 feet on center and be just Show rafter ties. Rafter ties shall be spaced above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. WShow rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2511 (h) 5. HShoy double top plate with minimum 48" lap spllce. Section 2517 (9) 2. J& Show nailing will be in compliance with Table 25-Q. WShow 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 ceil'mgs 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 bvhich afford a passage for fire at ceiling and floor levels, with noncombustible materials. NIn duplexes, draft stops shall be provided in with walls separating units and separating floor-ceiling assemblies and attics in line units from comon areas. WShow stud size and spacing. Haximum allowable stud heiehts: Bearine wall: 2 x4 and 2 x 6 max. loT: Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 25-R-3. Styds supporting two floors, a roof and Table 25-R-3. celllng must be 3 x 4 or 2 x 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 2505. - 0 114 Detail all post-to-beam and post-to-footing plan. Section 2516 (m). connections and reference the detail to the Sv/ Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. JdSpecify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain mimum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)]. Provide truss details and truss calculations Lyf for this project. Specify truss identification numbers on the plans. Show 112" minimum clearance between top plate &of interior partitions and bottom chord of trusses. (To ensure loading. will be as designed). NProvide roof framing plan and floor framing plan. Section 302 (d). /Provide framing sections through Section 302 (d). #wide. Section 2517 (9) 5. Specify all header sizes for opening over 4' horizontal framing members and post footings. Provide calculations for main vertical and Section 302 (b). Provide calculations for lateral loads, shear *panels shear transfer and related. Section 302 (bj. @In Seismic Zones 3 and 4, the allowable shear Wall values for drywall in Table 41-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. Jk Show on the plans all structural requirements developed in the structural calculations. end.) Section 302 (d). (See coments below or at ydcolumns 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. A 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. #size 22" x 30". Section 3205. Show location of attic access with minimum Y4(Show d'aft separation for attic areas between #Specify plywood thickness, grade and panel roof pitch is less than 3:12, design YIf foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4.. 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 2511 (9) 4. unlts u1 a duplex. Section 2516 (f). identification index. Table 25-S. rldge as a bfan. Section 2517 (h). *how plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with wall covering shall be the exterior type. exterior glue." Plywood used for exterior Section 2516 (i), 2516(g)3. JdDetail truss layout for 30" x 30" attic access, if required for equipment in the attic. Ridges, hips, and valleys shall be at least size larger than supported rafters. Section 2517 (h) 3. JIn open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). KFmANIcAL ~oRIpwo( mXmN-lcAL aoDsl All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 9. 0 0' 0 138 Show the size, location and type of all heating and cooling appliances or Systems. 139 show source of combustion air to furnace, per Chapter 6, UMC. 140 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. 1212. 141. Show minimum 30" deep unobstructed working &?'urnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only tbrough such room unless furnace or electric heating appliance. specified as direct vent appliance, enclosed Section 704 UMC. space in front of furnace. Section 505, UMC. 0 43 Show I.C.B.O. approval number for prefab fireplace. Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. lk Where equipment is installed in the attic, the distance from the attic access to such equipment shall nto exceed 20 feet. NNote that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. y*TTShow permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. WShow 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 UBC, Section 1706 (3 6. each floor or ceili . @ 1903. Provide dryer vent to outside. UMC, Section ELECIRICAL (NATIONAL EUhIIcAL OODE) All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical service, the location of the panels. If service is over 200 amps, submit service panel and the location of any sub- single line diagram, panel schedule and load calculations. NShow location of all electrical receptacles. 0 Electrical receptacle locations andlor sgpcing 1s not adequate in Oinlhc, fm 10 3. , LILLir tw 102. Q q-7 Lruird& d pd. Show at least one convenience outlet other than outlets for laundry, etc outdoors in garages v. NEC, & shall. be GFI protected. h'EC, Art. 210-8. . Note electricai system ground to be provided per NEC, Art. 250-81. @ plans. UF'C, Section 1301. . Show water heater size, type and 3rmtdZ6n on 6i fuel burning water heater. If wall openings 58 Show source for providing combustion air to in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. WC, Section 1307. Fuel combustion water heater shall not be ud installed in bath or bedroom or in a closet opening into bath or bedroom. WC, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. WC, Section 1310. 6 Show T and P valve on water heater and show w route of discharge line to exterior. UPC, Section 1007 (e). 12/11/89 9 Sho! that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UHC Section 504(d). Show shower stall can accomodate a 30" circle WC 909 (d). ?# and has a minimum floor area of 1,024 sq. in. NOISE mmmrm mmexs~ 1 . Show details of duplex comon (party) walls and Transmission Class (STC) rating in walls of 50 floorlceiling assemblies to achieve a Sound decibels and an Impact Insulation Class (IIC) rating on floorlceiling of 50 decibels. Title 24. i 1 5. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or transmission rating. Title 24. insulated to maintain required sound 1 6. 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 24. drovide plans, calculations and worksheets to show compliance with current energy standards. The regulations require a properly completed and properly signed Form CF-1R to be either "sticky backed" on the plans, to allow the imprinted on the plans, taped to the plans or building inspector to readily compare the actual construction with the requirements of the approved energy design. w All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. 5" Belblu "- - ~" Specify on the buildine ~1- all of the mandatorv enemy conservation resuirements as listed on the" enclosure titled; '"andatow Enerm Conservation Resuirements". Show the make, model and efficiency of the heat loss calculations if the output exceeds space heating (or cooling) system and provide 45,000 BWIHr. 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. 6 kitchen(s) per CAC, Title U, 2-5352t-l). 3 Provide fluorescent general li hting in CMJSBAD S.P.D. h Dupzw @. Energy conservation design should be for Zone 7. a Floor drains must have auto-prime (city policy). MNote 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 314" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one most south facing roof. (City Ordinance No. story garage and is not directly below the 8093). €5 6 79 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). WIncorporate the waterproofing details, on the attached Policy 80-8, where interior living wall(s). space occurs below grade at the masonry on the Title Sheet on the plans, the Developmental Services Sheet 112383. information required by the attached 82 All new residential buildings, including additions, require a soils report. Please submit two copies. #and minimum 8" x 8" post, for the structural Heavy timber framing. minimum 6" x 10" beams beam and coluwn supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). j&Yi~l~ structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building doesn't apply. (2nd story addition), then the above exception NCity Ordinance 9792 requires two parking spaceslunit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 112-inch and shall not block the passaee of spheres @ J 189. The having a diameter of less thin 3li-inch. Please see additional corrections, or remarks, on the following page. To speed up the recheck process, note on this been addressed, i.e., plan~sheet, note or list (or a copy) where each correction item has detail number, calculation page, etc. made to the plans that are not a result of Please indicate here if any changes have been corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No City of Carlsbad has contracted with Eseil Corporation located at 9320 Chesapeake Drive, Suxte 208, San Diego, California 92123; telephone number 6191560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact mlthsel k,-aZ at Esnil Cornoration. If vou have anv ouestions regarzinp City Building- permit procedures, please contact Carter Darnel1 at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. . ~ ~ ~~~~ ~ ~ ~~ < 1~ ~ Thank you. Enclosures: . " Date 1 / - 19- 90 JurisdictionmD Prepared byt k rat= VALUATION AND PLAN CHXK FEE Bldg. Dept. % Esgil r Air Conditioning Commercial : Residential ] 2,201. 66 @ %YO .' 5% 04 @ Res. or Corn. Fire Sprinklers @ .. ~~ I Total Value Building Permit Fee. 5, s 1657. m' Plan Check Fee $ s l064,05- COMMENTS: SHEET- OF 12/81 +i 1 SN 12 TO cc ENGINEERING CHECKLIST BUILDING PLANCHECK DATE: 1 /k/?D ITEM COMPLETE PLANCHECK NO. 90 -1 f 0 ITEM INCOMPLETE - NEEDS YOUR ACTION 3 &so Atow, Cr R n LITEM SELECTED U C PROJECT ID: h~ H E LEGAL REOUIREMENTS Ad ?z*D€&€ do 0 2 do 0 3 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. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing with percent (%) grade and drainage patterns. topographical lines, existing and proposed slopes, driveway Provide legal description and Assessors Parcel Number. Di screti onarv ADDrOVal ComDl i ance 4. No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval for Project No. 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Field Review Date: 7. Field review completed. No issues raised. 8. Field Review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. 0. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 . E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedication Reouirements $ 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an St" x 11" plat map and submit with a title must be approved and signed by owner(s) prior to issuance of report and the required processing fee. All easement documents Building Permit. The description of the dedication is as follows: Dedication completed, Date: By : Imorovement Requirements x-11. No public improvements required. SPECIAL NOTE: Damaqed or defective imorovements found adjacent to buildinq site must be reoaired to the satisfaction of the Citv insoector orior to occuoancv. 12. Public improvements required. construction of public improvements pursuant to Section 18.40 This project requires of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: By : FRM0010.DH 13. Improvements are required. Construction of the public of the City Code. Please submit a letter requesting deferral improvements may be deferred in accordance with Section 18.40 of the required improvements together with a recent title we may prepare the necessary Future Improvement Agreement. report on the property and the appropriate processing fee so The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date By : Gradina Reauirements 13a. Inadequate information available on site plan to make a detailed proposed and existing elevations and contours. determination on grading requirements. Please provide more fill, import, export). Include accurate estimates of the grading quantities (cut, - 14. No grading required as determined by the information provided on the site plan. 415. Grading Permit required. A separate grading plan prepared by ~2,8),6~ a registered Civil Engineer must be submitted for separate NOTE: The Gradina Permit must be issued and qradinq plan check and approval through the Engineering Department. substantiallv complete and found acceptable to the City InsDector Drior to issuance of Buildina Permits. Grading Inspector sign off. Date: Mi scell aneous Permits - 16. Right-of-way Permit not required. 317. Right-of-way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: &Z/W+Y EVFEWIC~~ A18. Sewer Permit is not required. -19. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. - %. 20. Industrial Waste Permit is not required. FRM0010.DH 08/29/89 - 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By : Fees Reaui red &22. Park-in-Lieu Fee Quadrant:- Fee per Unit: - u Total Fee:%u& 223. Traffic Impact Fee Fee Per Unit: '670 c& Total Fee: $* A24. Bridge and Thoroughfare Fee Fee per Unit: &BO== Total Fee: %3J5 &25. Public Facilities Fee required. x26. Facilities Management Fee Zone: 6 Fee :'3& LD &27. Sewer Fees Permit No. Fee: &f& EDU's &28. 2 REMARKS: ENGINEERING AUTHORIZATION_ TO ISSUE PERMIT BY : Date: Y/&YO FRM0010.DH 08/29/89 PLANNING CHECKLIST do 0 ei Plan Check No. 9’0 -/q Address APN: Zf ’s-qq/-&/ P1 anner A??//& @nm Phone 438-1161 Type of Project and Use (Name) - Zone Facilities Management Zone h lsmd Item Complete @ Item Incomplete - Needs your action was identified 1, 2, 3 Number in circle indicates plancheck number that def iciency Environmental Review Required: YES - NO TYPE , DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which Conditions of Approval require action. Discretionary Action Required: YES - NO TYPE APPROVAL/RESO . NO. PROJECT NO. . OTHER RELATED CASES: DATE : Compliance with conditions of approval? If not, state conditions which Conditions of Approval require action. Coastal : YES - NO & DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which Conditions of Approval require action. 00 00 a On 0 '00 a 00 0 Landscape Plan Required: YES >G NO See attached submittal requiremnts for landscape plans Site Plan: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed width and dimensioned setbacks. structures, streets, existing street improvements, right-of-way 2. Show on Site Plan: Finish floor elevations, elevatlons of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3. Provide legal description of Property. 4. Provide assessor's parcel number. x . Zoning: 1. Setbacks: a0 0 00 0 00 0 Front: Required Shown Int. Side: Required Shown - Street Side: Required Shown - Rear: Required Shown __ 2. Lot coverage: Required Shown - .. 3. Height: Required Shown - 4. Parking: Guest Spaces Required Spaces Required Shown Show Additional cvnts and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked- up plans must be iesukitted with the revised plans for this project. Have plans been marked up? YES NO '*J PLNCK. FRM STRUCTURAL CALCULATIONS FOR FAIMAN RESIDENCE Michael Gardner, Structural Engineer El Cajon, California July 19, 1989: 2 copies, Sandstrom Designs en) L= \4' B\0) L- \I' w5-3 l-= \4 . I- c I - -L 6 IC0 ~~ 14. s'' 4' 12" 1%'' 10" 4-*5 wl r3.T. f . Cb.2G' STRUCTURAL CALCULATIONS ADDITIONAL FOR FAIMAN RESIDENCE .. ,, Michael Gardner, Structural Engineer El Cajon, California December 18, 1989: 2 copies, Sandstrom Designs . 6- c L. - .. .. . D PACE:"""""" G PRoJECT:"@L_1_Ld """"""""" SUBJECT:"""""""""""""- DATE:"""" BY :"""""" """""""""""""~ D ......................................... RETAINING WALL DESIGN """"""""~""""" > DESCRIPTION : > DESIGN DATA """""_ Soil Bearing Press = 2,000 psf FOOTING : Active Fluid Press = 45 pcf FtgfSoil Friction Passive Pressure = 300 pcf f.c - Concrete = 0.37 Soil Density = 2,000 psi - 110 pcf Fy - Reinforcement = 40,000 psi - > WALL LOADING CONDITIONS """""""""""- Slope of Backfill = 2 :I Design Fluid Pressure = (horiz:vert,O=Level) (Corrected for Slope) Surcharge over Toe = Shell Surcharge be used in Resiating Moment? Y=l, N=O --> 0 psf Surcharge over Heel = Soil Ht over Toe = 8 in Axial Load on Stem Wall Ht above Soil = ." 0 ft Load (? Wall Above Soil= ADJACENT FOOTING LOAD : Width of Footing Footing Load Spread Footing ? - - - - 0 plf Ftg. Dist. from Wall = Depth of Bearing Below Y=l , N=O : --> 0 Soil @ Rear F.O.W. - - UNIFORM LOAD (Added)= 0 plf Bottom Above T.O.F. Top Above T.O.F. WALL & FOOTING GEOMETRY - - - - """""""""_"" > RETAINED HEIGHT (above T. 0. F. ) - - 6 ft > Footing Thickness 5 > Key Depth 2 ft > Key Width > Toe Width Stem Width > Heel Width - - E - - = 1.00 ft > Toe f Key Dist. - 2 ft FOOTING WIDTH = 5.00 ft - - - """ 64.5 pcf 0 psf 0 <" 0 plf 0 psf 0 ft 0 ft 0 ft 0.00 ft 0.00 ft 12 in 30 in 12 in 2 ft 1- STABILITY SUMMARY _____________-__________________________---------- I I SOIL PRESSURE e TOE I I I I FACTOR OF SAFETY : Overturning = FACTOR OF SAFETY : Sliding 2.56 > 1.5, --> OK I I I I ONE-WAY SHEAR AT TOE SIDE OF STEM = I I ONE-WAY SHEAR AT HEEL SIDE OF STEM = C I> OK I 1> OK \I I""""""""""""""""""""""""""""""""""", I I = 1,204 psf : 2,000 = Allow I I SOIL PRESSURE @ HEEL - 439 psf I - - - 1.52 > 1.5, --> OK D PAGE:"""""" ~I PROJECT:""""_,"""-""""" 80 il. oi SUBJECT:"""""""""""""- DATE:"""" BY ="""""" """""""""""""- D STABILITY CHECK """""-"-- > NOTE: Should 1/3 of Active Pressure be used as Vertical Pressure at rear face of stem? Y-1 , N = 0 "_ >> 1 "_ OVERTURNING WOWENT = 5,503 ft-Y "_ RESISTING WOWENT = 14,098 ft-Y WAX. LATERAL FORCE =2063.5 Y FACTOR OF SAFETY : SLIDING CHECK """-""" Wax. Lateral Force Wax. Resis. Force F.S. : Sliding SOIL PRESSURE """"""_ Eccentricity from Overturning --> 2.56 = 2,064 Y > nt. of soil to Neglect = a. 00 in = 3,106 Y Passive Pressure = 1,838 0 = 1.51 Friction Pressure = 1,269 Y CL = 0.39 ft Kern Distance = 0.83 ft UN-FACTORED FACTORED -""""" - - - - - - - - > SOIL PRESSURE e TOE > SOIL PRESSURE e HEEL = 439 psf 0 psf - - I, 204 psf 2,046 psf TOE DESIGN """"" nun 8 = Upward - - nu' = Downward - - > X Steel Minimum = As : Required - As : Provided One Way Shear: - - - Fv = 2*(f'cA.5) = Actual Shear / " L- HEEL DESIGN """-"" > Neglect Upward Mu"= Downward nu' = Upward > X Steel Minimum = As ; Required As : Provided - - - - One Way Shear: Fv = 2*(f'C".5) = Adtual Shear / Phi= 611.333 ft-Y 3513.96 ft-Y Wu : DESIGN WOWENT = 2902.6 ft-Y Rebar Cover E 3.5 in 0.115 inb2/ft d = Thk-Cover = a.50 in 0.122 lnA2/ft .me = 23.53 R-u = 44.6 psi 0.0012 Try: #4 e 19.5 * #7 e 5a.5 24.02 psi ~6 e 43.5 ~9 e 9a. 5 89.44 psi ~5 e 30.5 w va e 77.5 Pressure? Y=l, N=O --> 0 "- 2592.94 ft-Y nu : DESIGN WOWENT = 2571.0 ft-Y "_ 21.8647 ft-Y Rebar Cover - 2 0.0012 d = Thk-Cover = 10.00 In nm* = = 23.53 R-u = 28.6 psi - 0.086 ina2/ft 0.144 inA2/ft Try: 14 e 16.50 Y7 e 50.50 'w 89.44 psi ~5 e 25.50 n #a e 65.50 r 2.28 psi Y6 36.50 Y9 6' 83.50 D PAGE : "2i-S~"- PROJECT:"""""""""""""- 89 17 'bl SUBJECT:"""""""""""""- DATE:"""" BY :"""""" """""""""_"""" ......................................... D TOP STEW SECTION DESIGN """""""""""- "- > WALL WATERIAL : CONCRETE 1, WASONRY = 2 : -->> 2 CC-- "- > f'm Wasonry = 1.350 psi > Bottom Ht. ebove TOF = 2.67 ft > Fs : For Wesonry = 20,000 psi Loaded Section Height = 3.33 ft > f'c Concrete > Fy : For Concrete = 40,000 psi Total Lateral Press. = 357.53 # > Load Factor = 1.00 Waximum W8:Service = 396.86 ft-# > Grouting? Y=l N=O > 1 > Center=l , Edge=2 -> 2 Wasonry : Actuel Allow. REQ'D SPACING = 2,000 psi D Inspected ? Y=l N=O> 0 > WALL THICKNESS - 8 in - > REBAR SIZE Y 5 f ' m - 114 f8 = 225 psi Rebar Area Supplied = 0.08 in"2 13,041 20,000 psi 'd' for design = 48.00 in = 5.25 in - Bond Length Req'd = 20.4 in Allowable Unit Shear * 25.0 psi Actual Unit Shear = 2nd TOP STEW SECTION DESIGN 3.9 psi """""""""""""- "- > WALL WATERIAL % CONCRETE = I, WASONRY = 2 : -->> 2 e<-- "- > f'm Wasonry = 1,350 psi > Bottom Ht. ebove TOF = 0 ft > Fs : For Wasonry = 20,000 psi Loaded Section Height = 6-00 ft > f'c Concrete 2,000 psi > Fy : For Concrete = 40,000 psi Total Lateral Press. = 1160.7 # > Load Factor Grouting? Y=l N=O z 1 > Inspected ? Y=l N=O> 0 > WALL THICKNESS > Center=l , Edge=2 --z 2 Wasonry : Actuel Allow. REQ'D SPACING = 1.00 Waximum Ws:Service = 2321.4 ft-# - - 12 in > REBAR SIZE # 5 f'm fS = 16.00 in = 9.30 in - - 175 225 psi Rebar Area Supplied = 0.23 in"2 - 14,716 20.000 psi 'd' for design - Bond Length Req'd = 24.0 in Allowable Unit Sheer = 25.0 psi Actual Unit Shear = 8.3 psi D -.'.- . Michael A. Gardner Structural Engineer 2502 Sawgrass Street El Cajon, California 92019 Ph. 6 191444-8 195 Mr. Jan Plumb P.O. Box 9823 Rancho Santa Fe, CA 92067 October 15, 1990 SITE VISITATION REPORT REFERENCE: Faiman Residence PROJECT NO. : 891 7.03 DATE OF VISIT: October 13, 1990 PROJECT STATUS: 95% framed PRESENT: Steve Basset, Framing sub-contractor Michael Gardner Observations and corrections discussed with those present. 1. The construction documents detail the plywood shear panels continuous across the second floor framing at the exterior walls. The framer has terminated the first floor plywood at the double top plates and the second floor plywood at the second floor sill plate. The plywood has been edge nailed to the top and sill plates. Since the plywood is not continuous across the second floor framing, shear transfer shall be by nailing the sill plate of the second floor wall to the rim joist or blocking below which in turn shall be nailed to the top plates of the wall below. The nailing of the sill plate shall be per the shear wall schedule. The rim joist and shear blocking shall be nailed with 16d nails to the top plates at the same spacing as the edge nailing of the shear wall below. 2. Detail 12/47 shall be deleted along the west wall. This first floor wall for loads normal to the plane of the wall detail was intended to provide support to the top of the (i.e. wind loads). The location of interior partitions and the strengthening of the top of these partitions nullify the need for this detail. 3. The 4x10 header at the dressing room is adequate for the enclosed calculations. increased span and additional loads. Please refer to the Plumb, 10/15/90 site visit Faiman page 2 4. The framer has installed steel straps in lieu of the Simpson HDA holdowns called for on the plans at some second floor shear walls. The holdowns were to be attached to either beams were verified where possible. Possible methods of upgrading or posts below. The size of the strap and number of nails used the connection to meet the required design loads were discussed. Steve Basset preferred the use of additional straps to installing HDA holdowns where the as-built connection is not adequate for the imposed loads. Areas discussed are as follows with recommendations as required: Strap above breakfast room (one location only) installed with 23-16d nails to the end posts above and below. As-built capacity of 4130 pounds is less than the 4740 detail 15/47. pound uplift load. Install a second strap or HD7A per Straps above the living room to the glu-lam beam maximum capacity of 1867 pounds as built, which is (2 locations) and posts (2 locations) below have a a second strap with a minimum of 19-16d nails to the less than the 4600 pound uplift load. Therefore. add beam below or instal 1 the HD7A per detai 1s 26/48 and 15/47. The straps above the veranda area have been installed with 33-l6d nails to the post above and 15-16d nails to the beam below for a maximum capacity of 2155 pounds, which is less than the 3640 pound uplift load. Therefore, add a second strap with a minimum of 11-16d nails to the beam or install the bolted strap per detail 37/50. The strap over the garage adjacent to the second floor deck is not capable of resisting the design uplift load of 6680 pounds. Therefore, install the HD7A per detail 26/48. The strap at the front of the garage has been installed with 27-16d nails to the post above and 17-16d nails to the beam below, for a maximum capacity of 2442 pounds, which is less than the 4690 pound design uplift load. Therefore, add a second strap with a minimum of 16-16d nails to the beam below or install the HD7A per plan. SOILS INVESTIGATION FOR PROPOSED SINGLE FAMILY RESIDENCE CARLSBAD, CALIFORNIA LOT 46, TRACT 75-4 PREPARED FOR: John Faiman Carlsbad, California 92009 6838 Urubu Street PREPARED BY: KETCHUM ENGINEERING, INC. Carlsbad, California 92009 7810 Quebrada Circle 4." 25 -* KETCHUM ENGINEERING, INC. KETCHUM ENGINEERING INC. rmy, September 19, 1989 7818 QUEBRADA CIRCLE; CALIFORNIA 92009 (619) 944-1836 E CARLSDAD .-~ -- ~~+ - John Faiman Carlsbad, California 92009 6838 Urubu Street -8953 Report 11 Subject: Soils Investigation for a Proposed Single Family Residence Parcel, Lot 96, Tract 75-4, Carlsbad, Ca. Gentlemen: We are pleased to present the results of our soil investigation for the subject project. This study was performed in accordance with your request. The results of our field investigation and laboratory tests, as well as our conclusions and recommendations, are presented in the accompanying report. We appreciate this opportunity to be of professional service. If you have any questions, you are welcome to contact this office at your convenience. Respectfully submitted, KETCHUM ENGINEERING, INC. E: N. Kktcgdm RCE 26267 President ENK/ 1 k 5) Submitted KETCHUM ENGINEERING, INC. TABLE OF CONTENTS Introduction and Project Description Purpose and Scope of Project Field Investigation Laboratory Testing Findings Site Description Subsurface Soil Conditions Groundwater Seismic Survey and Rippability Characteristics Recommendations Conclusions Site Preparation Cut and Fill Slopes Foundations and Concrete Slabs-on-Grade Pavement Drainage Earth Retaining Structures Limitations ATTACHMENTS Page 2 2 3 3 4 4 4 5 5 10 9 10 11 12 13 13 13 15 Plate 1 Plate 2 Plate 3 Plates 4-8 Plate 9 Plates 10-12 Plate 13 Plate A Vicinity Map Unified Soil Classification Site Plan Trench Logs Maximum Density, Direct Shear Traverses Oversized Rock Disposal Recommendations for Filling on Sloping Ground APPENDIX Recommended Grading Specifications KETCHUM ENGINEERING, INC. KE8953 Page 2 SOILS INVESTIGATION FOR PROPOSED SINGLE FAMILY RESIDENCE CARLSBAD, CALIFORNIA LOT 46, TRACT 75-4 INTRODUCTION This report presents the results of our soil investigation for the subject site. The vicinity map for this project is presented on Plate Number 1. Plate Number 2 shows the site configuration the preparation of this report, we were provided with a and the locations of our subsurface explorations. To assist in preliminary site plan provided by Frank Springer. PROJECT DESCRIPTION This project is located on Acuna Court in the La Costa area of the City of Carlsbad, County of San Diego, California. The legal description of the site is Lot 96, Tract 75-4, Carlsbad, California. Development of this site is proposed to consist of constructing one and/or two story, wood frame, single family residence with slab on grade construction. A pool is also planned. PURPOSE AND SCOPE OF PROJECT The purpose of this investigation is to develop information regarding the on-site soil conditions to determine their suitability to receive the proposed development. The scope of this study includes the following: Explore the subsurface conditions to the depths influenced by the proposed construction. Evaluate, by laboratory tests, the pertinent engineering properties of the various strata which will influence the development, including their bearing capacities, b expansive characteristics and settlement potential. Develop soil engineering criteria for site grading and provide design information regarding the stability of cut and fill slopes. Complete a seismic survey to determine the rippability characteristics of the dense on-site materials. Evaluate potential construction difficulties and provide recommendations concerning these problems. KETCHUM ENGINEERING, INC. KE8953 Page 3 f) Recommend an appropriate foundation system for the type of structures anticipated and develop soil engineering design criteria for the recommended foundation design. 9) Prepare a report that presents our findings, conclusions and recommendations. FIELD INVESTIGATION Our field investigation was conducted on August 11, 1989 and consisted of visual observations of the existing surface conditions and completion of five subsurface excavations. These of our geological personnel. excavations were made by means of a backhoe under the observation All soils encountered were visually classified in accordance with Unified Soil Classification System that is presented on Plate Number 3. The representative soil samples obtained were transported to the laboratory for testing. through 8 for the field logs. Please refer to Plates Numbered 4 The seismic survey for this study was performed on August 11, 1989 and included the performance of 6 shallow refraction engineering seismograpy traverses using a Nimbus Instrument Signal Enhancement Seismograph ES-125. traverses are shown on the attached Plate No. 2. Results of the The locations of the seismic traverses are included herein on Plates 10 through 12. A summary of these traverses is presented on Page 8. LABORATORY TESTING Laboratory testing on selected soil samples were completed in conformance with the general practices and procedures as recommended by the American Society for Testing and Materials (A.S.T.M.). These tests are briefly outlined below: a. Soil SamDle Classification: By visual examination, the sampled soil classifications made in the field were further evaluated in accordance with the Unified Soil presented on the exploratory logs. Classification System. The final classifications are b. Field Moisture Content and Drv Soil Densitv: The moisture content in percent of the soils dry weight and the dry unit weight in pounds per cubic foot were determined for selected soil samples. Please refer to the exploration logs for the results of these tests. c. Maximum Drv Densitv and Optimum Moisture Content: In accordance with the A.S.T.M. Standard Test D-1557-70, Method A, the maximum dry density, (pounds per cubic KFTCHIIM FNGINFFRING. INC KE8953 Page 4 foot), and the optimum moisture content, (percent of the dry density), were established on typical samples. Plate Number 9 presents the results of these tests. d. Direct Shear Test: Direct shear tests were performed to determine the failure envelope based on yield shear strength. The shear box was designed to accommodate a sample having diameters of 2.375 inches or 2.50 inches and a height of 1.0 inch. Samples were tested at different vertical loads and at saturated moisture content. The shear stress was applied at a constant The results of these tests are presented on attached rate of strain of approximately 0.05 inches per minute. Plate Number 9. e. Fxoansion Tests: The expansive potential of clayey soils was determined in accordance with one of the following test procedures and the results of these tests appear on Plate No. 9. 1) Allow the trimmed, undisturbed or remolded content, at a temperature of 100 degrees F. sample to air dry to a constant moisture Place the dried sample in the consolidometer Allow moisture to contact the sample and and allow to compress under a load of 150 psf. measure its expansion from an air dried to saturated condition. FINDINGS SITE DESCRIPTION The site is nearly a square lot that gently slopes to the southwest and has a little steeper slope from Acuna Court. This with Acuna Court at the southwest boundary. site is surrounded in all directions by residential properties Drainage of the property is by sheet flow to the street. Vegetation on site consists of a sparse native grass covering with no trees or bushes. No man made improvements were observed on the site. SUBSURFACE SOIL CONDITIONS The site is overlain with from 1.5 to 2.0 feet of brown to gray, silty to clayey sand with scattered rock. This soil is categorized as the topsoil and ranges from dry to damp and loose to very loose. KETCHUM ENGINEERING, INC. KE8953 Page 5 Underlying the topsoil is a Iayer of residual clay that is formed by the weathering of the metavolcanics below. This layer is brown in color and it's consistency is moist and the density is about 1.0 foot in thickness and ranges in olive brown to yellow hard. Underlying the clays is the Santiago Peak Metavolcanics rock which consists of yellow-brown and gray-brown clayey sand and rock fragments with progressively more rock with depth. These materials are moist and dense to very dense. GROUNDWATER groundwater table exists at the site. Based on our investigation, we do not believe that a shallow No water table was encountered in any of the test trenches. We do not, therefore, anticipate any major groundwater related problems, either during or after construction. These fractured rocks commonly develop seeps through cracks when exposed in cut slope faces. However, may occur after development of a site even where none were it should be recognized that minor groundwater seepage problems present before development. These are usually minor phenomena and are often the result of an alteration in drainage patterns and an increase in irrigation water. Based on the permeability characteristics of the soil and the anticipated usage of the development, it is our opinion that minor seepage problems may problems can be most effectively corrected on an individual basis occur at random locations. It is further our opinion that these if, and when, they develop. SEISMIC SURVEY AND RIPPABILITY CHARACTERISTICS: The intent of the seismic refraction survey performed at the site was specifically to facilitate the project planning by determining the variations in seismic velocity of the underlying materials and to determine a reasonable approximation of the marginally rippable, and non-rippable bedrock. Six refraction seismograph traverses were extended using a Nimbus Instrument Signal Enhancement Seismograph Model ES125. The traverses were located in areas where buildings or cuts are traverse is shown on the enclosed Geotechnical Maps on Plate 2. anticipated. The approximate location of each seismograph The seismograph's depth of investigation is closely related to the length of the seismic traverse. For a particular length of traverse, e.g., 60 feet, using a ratio of 3:l between length and depth, we conclude that this length of survey line will detect the boundaries between materials of varying density and velocity to a depth of approximately 20 feet. KETCHUM ENGINEERING, INC. .. ... KE8953 Page 6 Rippabilitv Charts: Due to the presence of rock-soil units, we are including three rippability charts which apply to the site conditions. Two of the charts have been developed by the Caterpillar Tractor Company Series D Ripper and No. 8 Series D Ripper, respectively for use with the D-9 and D-8 Caterpillar Tractor with No. 9 April, 1972). The third chart is a modification of charts by the (“Handbook of Ripping, I’ Caterpillar Tractor Company, 4th Edition Caterpillar Company and an article in “Roads and Street,“ with the D-9 using a conventional #9 Single Shank Ripper. September, 1967, which we feel approximately defines rippability Rippabilitv Characteristics of Granitic Rocks: Rippable Condition (0-4,500 Ft/Sec) This velocity range indicates rippable materials which may consist of topsoil and weathered or decomposed rocks which may possess random hardrock floaters. These materials typically will break down into slightly silty, well-graded sand. Marcrinallv Rippable Condition (4,500 - 5,500 Ft/Sec) This range is rippable with effort by D-9 in only slightly weathered materials. This velocity range may also include numerous areas of very dense rock with the possibility of produce material that will partially break down into a extensive areas of fractured material. Excavations may gravelly, coarse sand containing a high percentage of cobble or boulder-sized materials. Less fractured or weathered materials may be found in this velocity range that would require blasting to facilitate removal. Materials within this velocity range are beyond the capability of backhoes and lighter trenching equipment. and other heavy trenching equipment. Difficulty of excavation would also be realized by gradalls Nonripoable Condition (5,500 Ft/Sec and Greater) This velocity range includes nonrippable material consisting of primarily fractured materials at lower velocities with increasing hardness at higher velocities. In its natural state, it is not desirable for building pad subgrade. Blasting will most likely produce oversize material requiring disposal. The upper limits of rippability have been based on Rippability Chart No. 3 utilized for this report. However, as noted in the two Caterpillar charts (Numbers 1 and 2), the upper limits of rippability may sometimes be increased. KETCHUM ENGINEERING, INC. Page 7 KE8953 Chart No. 1 Chart No. 2 Chart No. 3* D9G Cat - No. 9 Series D RiDDer Rippable 0 - 7,000 fps Marginally Rippable 7,000 - 8,000 Nonrippable 8,000 + fps D8H Cat - No. 8 Series D Rimer RiDDabh 0 - 5.800 fDS Mayginally Rippable 5,800.- 6,800 Nonrippable 6,800 + fps P9Cat - No. 9 S I Conventionall inale Shank Rimer Rippable 0 - 4,500 fps Marginally Rippable Nonrippable 4,500 - 5,500 5,500 + fps fPS fPS fPS *This chart has been utilized for defining rippability characteristics of the subject site for this report. Please refer to the following figure for a summary of the seismic traverses. backhoe used was encountered as follows: Practical economical refusal in our test excavations with the Trench No. DeDth (Ftl 4.75 5 10 6 4.25 Seismic Traverse Limitations The results of the seismic survey for this investigation reflect rippability conditions only for the areas of the traverses. However, the conditions of the various soil-rock units appear to be similar for the remainder of the site and may be assumed to possess similar characteristics. Our reporting is presently limited in that refraction seismic surveys do not allow for predicting a percentage of expectable oversize or hardrock floaters. Subsurface variations in the degree of weathered rock to fractured rock are not accurately predictable, but have been indicated where thought to possibly exist. The seismic refraction method requires that materials become velocity materials are underlain by lower velocity materials, the increasingly dense with depth. In areas where denser, higher lower velocity materials would not be indicated by our survey. KETCHUM ENGINEERING, INC. KE8953 Page 8 All of the velocities used as upper limits form Rippability Chart variations in rock conditions are: No. 3 are subject to fluctuation depending upon such local a) Fractures, Faults and Planes of Weakness of Any Kind b) Weathering and Degree of Decomposition c) Brittleness and Crystalline Nature d) Grain Size Further, the range of rippability using Caterpillar equipment may be increased using the equipment listed in Charts 1 and 2. However, it should be noted that ripping of higher velocity materials may become totally dependent on the time available and the economics of the project. materials can be achieved but it may become economically Ripping of higher velocity unfeasible. Please refer to the following Table I for a summary of the seismic traverse results. SUMMARY OF SEISMIC PROFILES LINE NO. VELOCITY(Ft/Sec) DEPTH(Ft) RIPPABILITY CHARACTERISTICS s-1 S-1R s-2 S-2R s-3 S-3R 1900 0-1 Rippable 1-9 9+ 3400 6800 Rippable Probable Blasting 1650 0-2 4600 2-15 Rippable Marginally Rippable 8000 15+ Probable Blasting 2000 0-2 Rippable 8000 5000 2-14 14+ Marginally Rippable Probable Blasting 1700 3400 5700 1500 3200 5800 1500 3000 6000 0-3 Rippable 11t Probable Blasting 0-4 Rippable 4-14 Rippable 3-11 Rippable 14+ Probable Blasting 0-3 Rippable 3-15 15+ Probable Blasting Rippable KFTCHIIM FNGINEERING. INC. KE8953 Page 9 CONCLUSIONS Based on the findings of this study, we conclude that, with the proposed project provided the recommendations contained in respect to geotechnical aspects, the subject site is suitable for this report are fully complied with. The upper topsoils and residual clays are loose or expansive and not suitable to receive structural loads. We, therefore, recommend that they be removed and replaced as an engineered fill prior to the placement of any new fill or structural building loads. The on-site topsoils and residual clays were determined to have a high expansive potential and, therefore, will require special soils are to be left in place within the upper 3 feet from finish foundation and site design considerations if these expansive pad grade. It is our understanding from the civil engineer that the rear portions of the home are to be cut down about 6 to 7 feet below the existing grade. As shown in traverse S-2, the underlying rock is marginally properties that the underlying rock is quite variable in its rippable at about 2 feet. It has been our experience on nearby density and rippability characteristics. While the traverses show rippable or marginally rippable rock to depths greater than the proposed cuts, these rocky materials may not be economically rippable. excavatable using backhoes, we recommend that this building pad Because these rocky materials are not readily be undercut to a minimum depth of 3 feet from finish pad grade or 1 foot below the deepest utility. In order to reduce the potential for future distress, we recommend that this pad and all areas to receive slabs on grade, then be capped with at least 3 feet of imported, select soils that have a low expansive potential. It has been our experience that the most economical way to design and construct lots such as these is to not cut into these lots at all and utilize a raised floor framing system with stem walls and footings extended through the upper expansive soils and founded on the dense rock. Another alternative method of design and construction is to propose minimal cuts (including undercuts) into the hillside, cap the lot with imported select soils and build the home with more conventional footings and slabs on grade. Some flexibility in the determination of the final pad elevation is suggested, should marginally or non-rippable rock be encountered during earthwork operations and it is decided not to blast. Further, the soils and/or rock to a depth of at least 1 foot below the bottom of the pool should be undercut and replaced with compacted engineered fill. For the placement of rock fills, please refer to Plate No. 13. KETCHUM ENGINEERING, INC. KE8953 RECOMMENDATIONS Page 10 SITE PREPARATION PRECONSTRUCTION CONFERENCE: We recommend that a preconstruction conference be held at the site with the developer, civil engineer, contractor, and qeotechnical ensineer in attendance. Special soil handling and tihe grading plans can be discussed at that time. ~~ ~ ~ DEMOLITIONS, CLEARING AND GRUBBING: During site preparation, all dehris and deleterious materials derived from demolition, """ ~~~~ clearing and grubbing operations should be legally disposed of off-site prior to grading. Any existing utilities that will not be utilized should be removed and properly capped at the property lines. The removal of trees should include the removal of their be backfilled with soil that has been compacted to at least 90% roots. The depressions resulting from the above operation should relative compaction. GENERAL: Beneath all areas to receive fill, structural loads, be removed to firm, natural ground and stockpiled for future sidewalks, or pavements, we recommend that the topsoils, and fill use. It is anticipated that firm natural ground will be encountered from 1.5 to 3.0 feet below the existing surface. Firm natural ground is defined as soil that possesses an in-place density equal to, or greater than, 85% of its maximum dry density. The bottom of the excavation should be scarified to a depth of at least 6 inches, watered as required, and densified to at least 90%. The stockpiled soils may then be replaced and compacted to at least 90% in 6 to 8 inch lifts to desired grade. SELECTIVE GRADING FOR STRUCTURES: It is recommended that this Dad be CaDDed with at least 3 feet of select, imported soil that L " possesses a low expansive potential. Areas to receive asphalt pavements should be capped with at least 12 inches of these imported soils. KETCHUM ENGINEERING, INC. KE8953 Page 11 TRANSITION AREAS: We recommend that the cut area beneath structures be undercut to a minimum depth of 3 feet or 1 foot below the base of the deepest utility. This recommendation is submitted in an attempt to reduce the potential distress that could arise from footings founded partially on cut and partially on fill. MOISTURE CONTENT OF FILL SOILS: All fill soils placed should have moisture contents of at least 2% over optimum moisture content. FREAS TO BE PAVED: All areas to be paved should have the subgrade soils densified to at least 90% relative compaction to a minimum depth of 12 inches. It is suggested that the upper 12 expansive materials. inches of subgrade soils be comprised of granular select, non- should consist of granular, non-expansive soil that contains no JMPORT MATERIALS: Any fill material to be imported on-site organic or deleterious materials. It should have sufficient cohesion to hold a vertical, or near vertical cut for footing excavations. It should have at least 85% of the material passing the Number 4 sieve with no rocks or chunks larger than 1 1/2 to on-site delivery. inches. The import fill should be approved by our office prior CUT AND FILL SLOPES It is our opinion that cut and fill slopes constructed from the native on-site materials will be stable with relation to deep- seated failures if constructed at, or flatter than, the following units for the indicated heights: recommended slope ratios expressed in the horizontal or vertical Cut Slopes to 30 Feet in Height 2:l Fill Slopes to 20 Feet in Height 2:l The above maximum heights were determined by using a factor of safety of 1.5. It is also recommended that footings not be founded nearer than 8 feet measured horizontally inward from the face of the slopes. Slopes should be planted with erosion resisting plants and natural drainage should be directed away from the top of all slopes such that no water is allowed to flow over the top. KETCHUM ENGINEERING, INC. KE8953 Page 12 TEMPORARY SLOPE STABILITY: recommendations relative to temporary construction excavations. The following table presents These slopes should be relatively stable against deep-seated failures but may experience localized sloughing. Slope Ratio Maximum Height of Temporary JHorizontal to Vertical1 Excavation (Feet) Vertical 0.25 : 1 12 5 It should be the contractor's responsibility to provide safe adjacent to the top of the temporary cuts. support for the excavation. No heavy equipment should be allowed FOUNDATIONS AND CONCRETE SLABS-ON-GRADE GENERAL: We recommend the structure proposed for this project be supported by a continuous spread footing foundation system as recommended below. The following recommendations are submitted provided the soils within the upper 3 feet from finish grade have a low expansive potential. All footings for one and two story structures should should be founded a minimum of 12 and 18 inches respectively below adjacent finish grade. Footings should have a minimum width of 12 inches. Both exterior and interior continuous footings should be reinforced with two Number 4 bars positioned 3 inches above the bottom of the footings and two Number 4 bars positioned 3 inches clear below finish floor. Footings and slabs should be placed monolithically. Interior slabs should be not less than 3 1/2 inches in thickness, underlain by a 4 inch blanket of clean concrete sand or crushed rock, reinforced with 6"x6'I- a continuous footing. Number 3 ties should be placed at #10/#10 welded wire mesh and completely surrounded with 32 inches on center from the slab to the footing. Exterior slabs should be a minimum of 3 1/2 inches in thickness and should be reinforced with 6"~6~~-#10/#10 welded wire mesh. Surface drainage should be directed away from the proposed foundation. Planters should be constructed so that water is not allowed to seep beneath foundations or slabs. Over-irrigation of areas adjacent to foundations and slabs should be avoided. Prior to placing steel or concrete, the foundation excavations should be inspected by a representative of this office to insure that the above recommendations have been followed. KETCHUM ENGINEERING, INC. KE89 5 3 Page 13 BEARING VALUE: An allowable soil bearing value of 2000 pounds per square foot for spread footing foundations may be used for design of the on-site structures. This bearing value should be verified for all soil conditions under all building pads. In our opinion this value can be increased by one-third for loads that include wind or seismic forces. SETTLEMENT CHARACTERISTICS: The anticipated total and/or differential settlements for the proposed structure may be considered to be within tolerable limits provided the recommendations presented in this report are followed. PAVEMENT The following recommendations are submitted as preliminary guidelines for pavement construction. The subgrade soils to a depth of at least 12 inches should be densified to at least 90%. pavement from adjacent water sources such as planted or grass Paved areas should be protected from moisture migrating under the areas. Saturation of the subbase soils could result in pavement failures. Further, all paving materials and methods of construction should conform with good grading practices and with the minimum requirements of the governing agency. PRAINAGE We recommend that positive measures be taken to properly finish grade the pads once improvements and landscape are in place so that drainage waters are directed off the pads and away from possible foundations, floor slabs, and slope tops. No areas of ponded water should be allowed to exist. EARTH RETAINING STRUCTURES GENERAL: It is our understanding that the retaining structures that are proposed for this project will be of masonry construction. ULTIMATE ACTIVE PRESSURE: The ultimate Soil pressure for the design of earth retaining structures with level backfills may be assumed to be equivalent to the pressure of a fluid weighing 35 pounds per cubic foot for walls free to yield at the top (unrestrained walls). For walls with a 2:l backslope, a fluid pressure of 45 p.c.f. may be used. consider any surcharge loading. If any surcharge loadings are These pressures do not anticipated, this office should be contacted for the necessary have adequate weep holes or a subdrain system to prevent the increase in soil pressure. All earth retaining structures should buildup of hydrostatic pressure behind the wall. . KETCHUM ENGINEERING, INC. KE8953 Page 14 ULTIMATE PASSIVE PRESSURE: The passive pressure for prevailing soil conditions may be considered to be 300 pounds per square foot per foot of depth. This pressure may be increased one-third soil may be assumed to be 0.37 for the resistance to lateral for seismic loading. The coefficient of friction for concrete to movement. When combining frictional and passive resistance, the latter should be reduced by one-third. ALLOWABLE SOIL BEARING PRESSURE: proposed retaining structures should consist of spread footings The foundations for the founded in the firm native soils or compacted fill. Firm natural ground is defined as soil having an in-situ density of at least 85% of its maximum dry density. Footings may be designed for an allowable bearing pressure of 2000 p.s.f. FACTOR OF SAFETY: The above values, with the exception of the allowable soil bearing pressure, do not include a factor of safety. Appropriate factors of safety should be incorporated into the design of all earth retaining structures to reduce the possibility of over turning and sliding. BACKFILL: All backfill soils should be compacted to at least 90% relative compaction. Expansive or clayey soils should not be used for backfill material within a distance of 5 feet from the back of the wall. The retaining structure should not be backfilled until the materials in the wall have reached an adequate strength. KETCHUM ENGINEERING, INC. LIMITATIONS The recommendations presented in this report are contingent upon our review of final plans and specifications. The soil engineer should review and verify the compliance of the final grading plan with this report. It is recommended that Ketchum Engineering, Inc., be retained to provide continuous soil engineering services during the earthwork concepts, specifications or recommendations and to allow design operations. This is to observe compliance with the design changes in the event that subsurface conditions differ from those anticipated prior to start of construction. 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 may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored may be encountered during site development should be brought to areas. Any unusual conditions not covered in this report that modifications, if necessary. the attention of the soil engineer so that he may make This office should be adivised 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. The findings of this report are valid as of this date. Changes in the condition of a property can, however, occur with the passage of time, whether they be due to natural processes or the work of man on this or adjacent properties. In addition, changes in the state-of-the-art and/or government codes may occur. Due to such changes, the findings of this report may be invalidated wholly or in part by changes beyond our control. Therefore, this without a review by us verifying the suitability, the report should not be relied upon after a period of two years conclusions, and recommendations. In the performance of our professional services, we comply with that level of care and skill ordinarily exercised by members of our profession currently practicing under similar conditions and in the same locality. The client recognizes that subsurface conditions may vary from those encountered at the locations where data, interpretations and recommendations are based solely on the our borings, surveys, and explorations are made, and that our information obtained by us. We will be responsible for those data, interpretations and recommendations, but shall not be developed. Our services consist of professional consultation and responsible for the interpretations by others of the information KETCHUM ENGINEERING INC. observation only, and no warranty of any kind whatsoever, work performed or to be performed by us, or by our proposal for expressed or implied, is made or intended in connection with the consulting or other services, or by our furnishing of oral or written reports or findings. to ensure that the information and recommendations contained It is the responsibility of the owners, or their representative herein are brought to the attention of the engineer and architect for the project and incorporated into the project's plans and specifications. It is further their responsibility to take the necessary measures to ensure that the contractor and his subcontractors carry out such recommendations during construction. percentage of the fill placed at the site. Inspection services allow the testing of only a very small Contractural arrangements with the grading contractor should contain the provision that he is responsible for excavating, placing and compaction of fill in accordance with the project specifications. relieve the grading contractor of his primary responsibility to Inspection by the geotechnical engineer during grading should not perform all work in accordance with the specifications. This firm does not practice nor consult in the field of safety we cannot be responsible for the safety of other than our om engineering. We do not direct the contractor's operations, and personnel on the site; therefore, the safety of others is the responsbility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. KETCHUM ENGINEERING INC. .SI ‘E VICINITY MAP I I .= BACKHOE TRENCH LOCATION NO SCALE PLATE NO. 2 UNIFIED SOIL CLASSIFICATION MORE THAN HALF FRACTION IS LARGER THAN FRACTION IS SMALLER THAN LIOUID LIMIT IS UOUIO LIMIT IS GREATER THAN 50% HIGHLY ORGANIC SOILS Pt Peat urd other hqhly 0rg.w roils. I GRAIN SIZE 200 U.S. STANDARD SERIES SIEVE -I- CLEAR SOUARE SIEVE OPENINGS - 40 m 4 3A' 3u 12. SAND MEDIUM COARSE FINE CMRSE SILTS AND CLAYS GRAVEL fINE I COBBLES eouwlq RELATIVE DENSITY CONSISTENCY SANDS.GRAVELS AN.) NON-PLASTIC SILTS BLOWS/FOOT ' PLASTIC SILTS AND STRENGTH BLMNS/FOOT - VCRY LOOSE 0- 4 VERY SOFl 0 - lA 0-2 LrnSE 4 -10 HFOIUM DENSE 10 -30 DENSE a -50 VERY DENSE WER 50 SOFT 1/4 - lA 2-4 FIRM Ih-1 STIFF 4-8 1-2 8 -16 VERY STIFF HARD 2-4 16 -32 OVER 4 WER 32 1 Water level at time 01 excavation or as indicated 0 Undisturbed driven ring or chunk sample c] Disturbed bulk sample i KETCHUM ENGINEERING INC.1 DATE: a/11/a9 7818 QUEBRADA CIRCLE, C A RLSBAD (619)944-1836 92008 PLATE NO. 3 v TRENCH NUMBER V ' I DESCRIPTION ;M- TOPSOIL: Gray-brown ;C siltv to clavev sand I w/scattered rock;v/ porous to porous ~~~~ ~ ~~~ :H 1 RESIDUAL CLAY: Olive- gray to yellow-brown dv to siltv clav SC-1 ;C Yellow-brom & erav- SANTIAGO PEAK METAVOLCA brown clayey sand & angular rock fragments % rock increases with Refusal @ 4-3/4' I K/Loose Loose Hard DESCRIPTION TOPSOIL: Brown & gray- brown silty to clayey sand w/scattered rock; RESIDUAL CLAY: Yellow- brown & bsown sandy clnv SC 1 SANTIAGO PEAK METAVOLCP ;C Yellow & arav-brown clayey sand w/angular rock fragments Max rock 17" Refusal @ 5' lry Damp rloist ICs: mt Dense- V/Dense 4- - 5- 6 -- - 7- 8- - 9- - 10 - - 11 - - 12 - 13 - 14 - 1; - trace clay; vlporous to DOrOUS :H RESIDUAL CLAY: Brown, red-brown & yellow- brown silty clay 3C SANTIAGO PEAK METAVOLC. ;C Yellow-brown & olive- gray sandy clay w/angu, lar rock fragments >M More rock w/depth Dry DamD Noist- Humid ICs: Humid Moist Dense- VIDense FAIMAN RESIDENCE BY: DS JOB NO. 8953 KETCHUM ENGINEERING INC. DATE: 8/11/89 7818 QUEBRADA CIRCLE. C ARLSBAD (618) 944-1836 92008,- PLATE NO. 6 D L 4 I[ 5- 6- - 7- a- - 9- - 10 -- - 11 - - 12 - 13 - 14 - 1; - ,I I I T-4 I TRENCH NUMBER ELEVATION *a *= OESCRIPTION I 3M TOPSOIL: Gray-brown to Dry brown silty sand w/ I trace clav: v/porous I I .. - I :L RESIDUAL CLAY: Red- Moist brown & brown sandy zlay SANTIAGO PEAK METAVOLC tirav-brown & vellow- brown clayey sand w/ angular rock fragments ~~ Humid il/Loose 3ard Dense- VIDense FAIMAN RESIDENCE BY: DS JOB NO. 8953 KETCHUM ENGINEERING INC. DATE: 8/11/89 7818 OUEBRADA CIRCLE, C A RLSBAD (619) 944-1836 PLATE NO. 7 4- - 5 ” 6- . 7- a- - 9- . 10 - - 11 - - 12 - L3 - 14 - 1; - c TRENCH NUMBER I DESCRIPTION 3M TOPSOIL: Brown silty GZG7Trace clay; 2L 1 RESIDUAL CLAY: Red- brown & brown sandy SANTIAGO PEAK METAVOLCl ellow-brown & olive- angular rock fragments gray clayey sand w/ Moist mt ICs: ’V/Loose Hard Dense- V/Dense 1 3 . i.,.:, .,: 1 (619) 944-1836 MAXIMUM DENSITY & OPTIMUM MOISTURE CONTENT ASTM : DIRECT SHEAR TEST RESULTS . Angle of Cohesion Friction 1.1 lpsfl T1 @ .5-1.5 Remolded to 90% 26.5 150 Sample Description Internal Intorcept EXPANSION TEST RESULTS EXPANSION [X) 1 I I 1 1 I BY: ENK JOB NO. a953 KETCHUM ENGINEERING INC DATE: 91151~9 7818 OUEBRADA CIRCLE, C A RLSBAD (619)944-1836 PLATE NO. 9 .... /" , I :. . ..a i .. d..... !::. 1: . . - L... t? : L.. i.. . L. 1 ... ..... 1,. . .. i .... I-. ._. . -. . ... ..-. .. . . I, .., . . ~ .... 1 .. I... .. ,..:.:!I ... .- .... ..... ..... ....... - .. I ... ........ ......... ... I ... ......... ....... - . . - . . , . ...... ...... . - ..... ...... ,. .. ....... ........ -. +. ... .. -1 ...... ........ - ...... .. - ..... :I::.!! ... ........ - , ,... ..... .. .... .. - .... ....... ........ ., ., .. ,.. ..... . , . . , . . I ...... .. ., ......... :::.':I; ._., ..,. .. , .. ..... ..... ..... ... ., ........ .......... .. L..,.. .., .... ,. .. , .. ,._.__ ., ... ..., ..I.. I-; ' i.i#..,. .. , ,... 8.. ._., '.<.I..,. L ,.I.... 4 ; I..,. : ........ ... .. I. . . ,. ... ..... ..... ... .. .. ,. ..... ...... , . ,.. .., ... ..... ....... .; ,!I. !I ..... , .. :.; .I.. ,. .... .. '.I.,, . ..,I. ...... . . ,. ... L t 3Wll Plate 10 c i I I I t;: : ;:. LLL k:- - 17 . . t.. I-!: :. L L. b ... .... ... I.. .... . " , ... -6 .. . "" *_. .. ... ..-. ... .. ...... '~' /''.'I. i, a,...:. ..I ...... ..... .......... ..... _.L _..-. .. ... .. ..c+ . 1. .* _,;?.I , . " .ir.; ... ..... I ..C .-. 1.- _. . ........ . . ,. ........ ... 1.. . ..> ....... ....... ... I .... ......... ......... .... - ... ...... ..... ...... ...... ........ ........ - ...... ... ......... ...... ... .; ......... "' L..... ''1; ... I .... ..... ... .... ., ........ *.. , ....... , I - ...... I :. ., . . ... ,., ...... . .,.. ...... .... .. , ., ....... '.a . 1. .. . ,. , .. .. .., . ...... .._.... 1. .. .. ..... ::! ..... ....... ,. .. ..... ::I I , . ., ....... ,. .. ....... . ., .. .... ... ..... ...... .. I .. ...... ... .. ..... .I. ..... ..... ... ... .. .... .... ...... - . ... ...... .. .. ..,. 8 5) a ,!!, !I . , , . , . . .. .. .. .. a 8 3 1. 1.11. , , .. ...... t 3Wll Plate 11 t-; : ;:. LL I , .... b.:.:-: ,.... !' * .. L.. i ..... 1; ..... t: ... - t? :. : L.. .. ..Al.. ... ... - I ri.. I -. .. I... .. . " , ... -e . . . ........... -. i.. 11 . ,... :! . I L4 .. , . . ,..... .... ...*... .. ..... .- -. ... .. " .. ,* ... .- .. . L ......... .LL; 1 ..L ..... .-. ._ ... ...... ....... .... ....... ......... . ... , .... _... ..... ........ ~ ... - ..... ..... .4.. ",k .. ..... " ..* . . I . .. -.- ....... . c. ". I -..._ - ....... ....... ........ , - ...... ." ...... ...... ... ._.....I .. ".*I : . .......... ![.,.I ...... ,.I. ,,I ,....I ...... ..... .... .... ...... ..-...,. ........ ........ .... ..d . , . . , , :(I - .. - ....... ... .*. ..(. ...... ..... ......... ........ ......... ., .,. ..... ...... i ....... P .... .! I.... !....:I!: .... I... ..... ......... ...... ..~ ........... :.... . I - , ..... ,., ... ...... . .,.., :. .... ...... . .-. .-.-. .1 ....... .... .,., ...... 8 .. , .... I.. 3 ,. ... 1 I..,. : , ..* .1 . .... ... ... ... .. , ... ...... ..... ,. . ...... ..... ...... ...... ..... ....... ... - ... ... ./ .. .. ...... .. ,. L E1 3 8 -, ,I!. !I. ........ :,i .I.. ,. .. '7°F .. .. ..... .... R s 8 > c .' a Q e. ww W w gB B B NU N U I OVERSIZED ROCK DISPOSAL I BY: DATE: 9/18/89 KETCHUM ENGINEERING INc.-I JOB NO. 8953 7818 QUEBRADA CIRCLE I C A RLSBAD (619) 944-1836 92008 PLATE NO. 13 APPENDIX A RECOMMENDED GRADING SPECIFICATIONS Intent, The intent of these specificati.ons is to establish procedures for clearing, compacting natural ground, preparing areas to be filled and placing and compacting fill soil to the lines and grades the preliminary soil investigation report are a part of the shown on the accepted plans. The recommendations contained in provisions contained hereinafter in the case of conflict. recommended grading specifications and shall supercede the &p3ection and Testing A qualified soil engineer shall be employed to observe and test the earthwork in accordance with these specifications. It will be necessary that the soil engineer or his representative provide adequate observations so that he may provide a memorandum that the work was or was not accomplished as specified. Deviations from these specifications will be permitted only upon written authorization from the soil engineer. It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes and new information and data so that he may provide the memorandum to the owner and governmental agency, as required. If, in the opinion of the soil engineer, substandard conditions are encountered, such as questionable soil, poor moisture control, inadequate compaction, adverse weather, etc., the contractor shall stop construction until the conditions are remedied or corrected. Unless otherwise specified, fill material shall be compacted by the contractor while at a moisture content near the optimum moisture content to a density that is not less than 909 of the maximum dry density determined in accordance with A.S.T.M. Test No. D 1557-70, or other density test methods that will obtain equivalent results. S:e ; All trees, brush, grass, and other objectionable material shall be collected, piled, and burned or otherwise disposed of by the contractor so as to leave the areas that have been cleared with a neat and finished appearance free from unsightly debris. All vegetable matter and objectionable material shall be removed by the contractor from the surface upon which the fill is to be placed, and any loose or porous soils shall be removed or compacted to the depth determined by the soil engineer. The surface shall then be plowed or scarified to a minimum depth of 6 KETCHUM ENGINEERING INC. inches until the surface is free from uneven features that would tend to prevent uniform compaction by the equipment to be used. When the slope of the natural ground receiving fill exceeds 209 (5 horizontal to 1 vertical), the original ground shall be stepped or benched as shown on the attached Plate A. Benches shall be cut to a firm competent soil condition. The lower bench shall be at least 10 feet wide and all other benches at least 6 considered necessary by the soil engineer. feet wide. Ground slopes flatter than 20% shall be benched when Fill MateriaL Materials for compacted fill shall consist of any material imported or excavated from the cut areas that, in the opinion of The material shall contain no rocks or hard lumps greater than 12 the soil engineer, is suitable for use in constructing fills. inches in size and shall contain at least 40% of material smaller than 1/4 inch in size. (Materials greater than 6 inches in size shall be placed by the contractor so that they are surrounded by material of a perishable, spongy, or otherwise improper nature compacted fines; no nesting of rocks shall be permitted.) No shall be used in filling. Material placed within 36 inches of rough grade shall be select material that contains no rocks or hard lumps greater than 6 inches in size and that swells less than 3% when compacted as hereinafter specified for compacted fill and soaked under an axial pressure of 150 psf. Potentially expansive soils may be used in fills below a depth of 36 inches and shall be compacted at a moisture content greater than the optimum moisture content for the material. placina Soreadinq and Comuactins of Fill Approved material shall be placed in areas prepared to receive fill in layers not to exceed six inches in compacted thickness. Each layer shall have a uniform moisture content in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction to a minimum specified density with adequately sized equipment, either specifically designed for soil compaction or of proven reliability. Compaction shall be continuous over the entire area, and the equipment shall make sufficient trips to insure that the desired density has been obtained throughout the entire fill. When the moisture content of the fill material is below that aerated by the contractor by blading, mixing, or other specified by the soil engineer, the fill material shall be satisfactory methods until the moisture content is as specified. KETCHUM ENGINEERING INC. The surface of fill slopes shall be compacted and there shall be no excess loose soil on the slopes. Observation and compaction tests shall be made by the soil engineer during the filling and compacting operations so that he can state his opinion that the fill was constructed in accordance with the specifications. The soil engineer shall make field density tests in accordance with A.S.T.M. Test No. D 1556-70. Density tests shall be made in the compacted materials below the surface where the surface is disturbed. When these tests indicate that the density of any layer of fill or portion thereof is below the specified density, the particular layer portion shall be reworked until the specified density has been obtained. The location and frequency of the tests shall be at the soil engineer's discretion. In general, the density tests wil be made at an interval not exceeding two feet in vertical rise and/or 500 cubic yards of embankment. protection of Work During construction the contractor shall properly grade all ponding of water. He shall control surface water to avoid damage excavated surfaces to provide positive drainage and prevent to adjoining properties or to finished work on the site. The contractor shall take remedial measures to prevent erosion of and erosion control features have been installed. freshly graded areas and until such time as permanent drainage ynforseen Condition In the event that conditions are encountered during the site preparation and construction that were not.'encountered during the preliminary soil investigation, Ketchum .Engineering, Inc., assumes no responsibility for conditions encountered which differ from those conditions found and described in the preliminary soil investigation report. KETCHUM ENGINEERING INC. ~~ ~ EXISTING GROUND SURFACE \ COMPACTED FILL I ZONE OF LOOSE \SURFACE SOIL \ \ r/\ I I HORIZONTAL BENCHES INTO FIRM GROUND, 6 FT. MlN. ‘t I \ TOE KEY WIDTH TO BE DETERMINED BY SOIL ENGINEER, BUT NOT LESS THAN 10 FT. RECOMMENDATIONS FOR FILLING ON SLOPING GROUND Schamatic Only nct to scale BY: FU RESIDENCE JOB NO. DS 8953 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. ?a DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify permits for the projects shall be issued until the certification is signed by the that the project applicant has complied with the school fee requirements. No building appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: - Carlsbad Unified &an Marcos Unified Carlsbad, CA 92009 (434-0610) 801 Pine Avenue 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) Encinitas Union Elementary - San Dieguito Union High School 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: A I,<.l..ad APN: d?- */-a Project Address: JLSB ~C~U,U c auLr RESIDENTIAL.: SQ. FT. of living area #aa Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By Date \\SI 90 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 . ' ;--- & .e& ~ ' A ZN70 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $ 773. @based on f920 sq. ft.@ / cf Comm/Indust Fee Levied: $ based on sq. ft.@ AB 2926 and SB 201 fees are capped at $1.56 per square foot for residential. AB 2926 is capped at 8.26 per square foot for commercial/industrial. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE charges must be paid to the District at the time the application is submitted. The application must be signed by the owner (or his representative) of the property to be served. The total APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CON- NECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends into the subsequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes. The full sewer service charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually com- mences on a different date. The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it will be installed by the LEUCADIA COUNTY WATER DISTRICT. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's to the service lateral. (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. etc., the applicant shall be liable for any cost over and above the established charge. In the event unusual construction conditions occur, such as blasting, jack hammering hard rock, dewatering, the District's sewer system. The Inspection Deposit shall not apply in those cases in which the applicant has paid The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to plan check and inspection fees for a subdivision. OWNERSNAME Jack & Fumiko Faiman MAILING ADDRESS: 6838 Uruba Street - PHONENUMBER: 438-4771 SERVICEADDRESS:-Ilrt. TRACTNAME/NO.ILOT#L ASSESSOR'S PARCEL NO.: 71 5 4ql 71 TYPEOFBUlLDlNGSFnNO./UNITS1 - - CONNECTION FEE: $ LATERALSIZE:; EASEMENT: EXTRA FOOTAGE:A$lFoot EXTRA DEPTH: 4 $/Foot LATERALFEE INSPECTION DEPOSIT- PRORATED SEWER SERV. FEEL TOTAL 157.60 PAID BY: CASH CHECK #LLEZL" stated. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as pm&c ' W.V.R. Supple. 01 0684 to ner Signature Rec'd. 8y Account No. Ref: 15 S. PERMIT 1