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2371-2399 CARINGA WAY; ; CB880508; Permit
eJ3:> 89~' 5D8 NO PERMIT O·R· APPLICATION' FOU·ND FOR. THIS PROJECT cr 8 1,;;}-Q . Pru CEYA.rr8 VI BW.5 fr,oT ~ 1. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS ASSESSOR'S PARCEL NO. OWNER'S MAILING ADDRESS CITY OSMisc.000-00 CONTRACTOR ESTMATED VALUATION CONTRACTOR'S MAILING ADDRESS CITY PLAN CHECK FEE IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. BUSINESS LICENSE NO. STATE LICENSE NO. CITYOFCARLSaaBlECK fc)5UBMITTED:CARLSBAD. CA t» ^LEGAL DESCRIPTION 987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS 2 STRUCTURAL CALCS -t I DESCRIPTION OF WORK LF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE CONTACT PERSON LA COSTA LETTER P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT'S White - File Yellow - Applicant Pink - Finance Gold - Assessor FINAL BUILDING INSPECTION PLAN CHECK NUMBER:8800508F DATE:-10-90 PROJECT NAME:Alicante ADDRESS:2375 Caringa Way Blckj 6 PROJECT NO.: TYPE OF UNIT:10 unit apartment UNIT NUMBER:PHASE NO.: CONTACT PERSON:.Randy CONTACT TELEPHONE:.431-3763 AH Ckspartrients NUMBER OF UNITS: INSPECTED BY: DATE INSPECTED:APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED:APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED:APPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: Alicante 8800508F DATE:IMO-90 PROJECT NAME: ADDRESS:2375 Caringa Way Bldg 6 PROJECT NO.: TYPE OF UNIT:10 unit apartment UNIT NUMBER:PHASE NO.: NUMBER OF UNITS: CONTACT PERSON:.Randy CONTACT TELEPHONE:.431-3765 ^ AH degffitments INSPECT BY- ( * INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED:APPROVED DISAPPROVED ,COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire rr'i!|^^ FINAL BUILDING INSPECTION PLAN CHECK NUMBER:DATE;10-9 PROJECT NAME:Alicante ADDRESS:2375 Caringa Way Bldg 6 PROJECT NO.: TYPE OF UNIT:10 unit apartment . UNIT NUMBER:PHASE NO.: . NUMBER OF UNITS: CONTACT PERSON:.Randy CONTACT TELEPHONE:.431-3765 All departments INSPECTED -^»V5rl| DATE APR. * 2 fg<JO BY: /L^J/fL^ INSPECTED: APPROVED DISAPPROVED INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ,m. FINAL BUILDING INSPECTION PLAN CHECK NUMBER:S8905Q8F RECEIVED 9-10-90DATE: PROJECT NAME:Alicanta ADDRESS:2375 Caring* Way Bldg 6 PROJECT NO.: TYPE OF UNIT:10 unit apartment UNIT NUMBER: NUMBER OF UNITS: PHASE NO.: CONTACT PERSON:.Handy CONTACT TELEPHONE:. All 431-3765 INSPECT BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED (J / : // DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/66 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: Alicante 8800508F DATE:-10-90 PROJECT NAME: ADDRESS:2375 Caringa Way Bldg 6 PROJECT NO.: TYPE OF UNIT:10 unit apartment . UNIT NUMBER:PHASE NO.: CONTACT PERSON:.Randy CONTACT TELEPHONE:.131-3765 AH departments NUMBER OF UNITS: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED:APPROVED DISAPPROVED COMMENTS: Carlsbad Municipal Water District Engineering Department (619)438-3367 r^\s/»J3 nnoracnUJ Lm «&Vi7lSU\*/lS APR 1 1 TO JA MUNICIRM.WATER DISTRICT Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire CITY OF CARLSBAD INSPECTION REQUEST PERMIT* 8800508F FOR 05/01/90 DESCRIPTION: 10 UNIT APT BLD/TYPE A/BLDG #6 TYPE: APT JOB ADDRESS: APPLICANT: CONTRACTOR: OWNER: 2375 CARINGA WY LA COSTA ALICANTE VIEWS REMARKS: T2/MH/RANDY/431-3769 SPECIAL INSTRUCT: PHONE: PHONE: PHONE: INSPECTOR AREA MP PLANCK# 8800508F OCC GRP CONSTR. TYPE NEW STR: FL: STE: 619-281-9264 INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST Final Structural U PL Final Plumbing b EL Final Electrical ME Final Mechanical ^•*\ ***** INSPECTION HISTORY ***** DATE DESCRIPTION 040990 Final Combo 031390 Ftg/Foundation/Piers 120489 Exterior Lath/Drywall 120489 Interior Lath/Drywall 113089 Exterior Lath/Drywall 113089 Interior Lath/Drywall 113089 Interior Lath/Drywall 112789 Exterior Lath/Drywall 112789 Interior Lath/Drywall 111589 Final Combo 111589 Interior Lath/Drywall 110689 Rough Combo 103089 Frame/Steel/Bolting/Welding 102589 Frame/Steel/Bolting/Welding 102489 Frame/Steel/Bolting/Welding 100389 Shear Panels/HD's 092789 Shear Panels/HD's ACT NR NR AP AP CO CO CO NR NR AP PA AP CO NR NS AP PA INSP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP COMMENTS X9 X9 PA PA X9 X9 CB891258 NO ONE HOME NEED TO ADD SOME STRAPS PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTORS WEEKLY REPORT No.FOR WEEKENDING ON ,r „_ o^jw>..;..«<..< ............ 19«7 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ^£1 _J REINFORCED CONCRETE PRE-STRES5ED CONCRETE REINFORCED MASONRY J STRUCT. STEEL ASSEMBLY ] REINFORCED GYPSUM ~| PILE DRIVING j GLUE- LAM. FABRICATION ["_} OTHER JOB ADDRESS BARING./) Wt\Y BUILDING PERMIT NUMBER &AOS-QA PLAN TILE NUMBER OWNER OR PROJ1CT NAME r ARCHITECT CONSTR. MAT'L. IT VPE. GRADE, CTC.I DESIGN STRENGTH SOURCE OR MFGR.ENGINEER SO NoixA,3-GENERAL CONTRACTOR CONT-R. tftj/NG REPORTED WOHK INSP'N. DATE LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN. WORK REJECTED, JOS PROBLEMS,. PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT- AMOUNTS OF MATERIAL PLACED OB WORK PERFORMED! NUMBER, TYPE. » IDEN T, NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORQUED) CHECKED: ETC. RLD. *<T ( /2s/- -P ft/ vOlOYtQ* . W-5/237.5" f0"*- 1°fboCtfcOl^& fO/"•rnllcHjoint * -f flf.* 4 • fo ^± ^w./*.Lor.o4(o(onS C-AR.lNG./ CERTIFICATION OF COMPLIANCE I htrtby certify that I h»v« inspected all of the above reported work. Unless otherwise noted, I have found this work to comply with the approved plans, specifications, and applicable sections of the govern- ing building laws. N A T UMT OF H t: Cl? 1 t: H!£ U If. Sr-' I. C tO* ' 5*- DA 1 I. Ol ><tHO« 1 H I iis • I I. PROFESSIONAL REGISTERED INSPECTIONS. INC.PHONE 292-06604 / "7|WRl ^— '$* 'pv' JOB IP ADDRESS '|l-' OWNER p CLIENT .^ay., fe ARCHITECT _ S^- V INSPECTOR JK FIELD IK SAMPLE OF: lp MIX NO. \ 7895 convoy courc. s< J INSPECTIONS • TESTING • ALICANTE VIEW 2375 CARINGA WAY, CHAPARRAL ESTATES * LEE POET CONCRETE 752 P |H PROPORTIONS 1" J8| ADMIXTURE _? POZZ * -1 J TYPE OF CEMENT II .n d,eHo. ca ,fonn,a 92111 RECEIVED ENGINEERING JUll 23 1989 >' <F LA MESA TEST REPORT JOB NO?*395 LA COSTA PHONP mNTRAPTOR ENGINEER BLDG. AUTH. PERMIT wn LOCATION OF SPECIMEN m nr jifi IN JOB OR STRUCTURE: BLUC" ffb MADE BY SLUMP DATE MADE DATE REVIVED BILL STONE CONCRETE CITY OF CARLSBAD PI AN Pll P (I) FOUNDATIONS WEST CENTER POET 4" 5/23/89 $ CONC. SUPPLIER SAN DIEGO RADY MIX ^I* TICKET NO 645755 SOURCE OF ROCK INSPECTOR SIGN LEE POET AGE TESTED V DAYS LABORATORY TEST DATA 7 DAYS DAYS 28 DAYS DAYS F SPECIMEN MARKINGS m DATE TESTED §^AREA-Sa.N. ULTIMATE LOAD - LBS. ? UNIT STRESS - PSI ^SPECIFIED STRENGTH j&: AT 28 DAYS - PSI .- -75530 5/30 28.28 74000 2615 75531 6/6 28.28 84000 2970^^ 75532 6/20 28.28 91000 <"<<(3220 2500 75533 HOLD iif- DISTRIBUTION: #••••• 4' CHAPARRAL ESTATES CITY OF CARLSBAD ENGINEER FINAL BUILDING INSPECTION PLAN CHECK NUMBER:8800508F DATE:4-10-90 PROJECT NAME:Alicante ADDRESS:2375 Carlnga Way Bftig 6 PROJECT NO.: TYPE OF UNIT:10 unit apartment . UNIT NUMBER: CONTACT PERSON:,Randy CONTACT TELEPHONE:.431-3765 All departments NUMBER OF UNITS: PHASE NO.: INSPECTED BY: INSPECTED BY: , DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED:APPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 DATE:J ID. JURISDICTION: PLAN CHECK NO: L JTV ftf- PROJECT ADDRESS; <$(3le/- ^39^* PROJECT NAME;\lleU) fit>T<>. (PLAN CHECKER JFILE COPY ]UPS 1 DESIGNER D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 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. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. |) The applicant's copy of the check list has been sent to: I I — Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: _ Date contacted: REMARKS: Telephone #_ By; ESGIL CORPORATION Enclosures; ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: PLAN CHECK NO: gR- PROJECT ADDRESS: PROJECT NAME: SET: JURISDICTK PLAN CHECKER FILE COPY JUPS IDESIGNER \HKUJ *—I The plans transmitted herewith have been corrected where D D D necessary and substantially , comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. 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 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: / /.ao ^ / •j Esgil staff did not advise the applicant contact person that plan check has been completed. r~j Esgil staff did advise applicant that the plan check has — been completed. Person contacted: _ Date contacted: REMARKS: Telephone #_ ESGIL CORPORATION Enclosures: JURISDICTION; (tJ^(jJLS»B>fit^ Pate :Q; PLAN CORRECTION SHEET 'lanf Check No. FOREWORD; PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled 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. A 1- PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan 3ets that may have been returned to you by the jurisdiction, to! To facilitate rechecking, please identify, next to each circled item, the sheet of the pi ana upon which each correction on this sheet has been made and return this check sheet with th« revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact "» if you have any questions regarding these items. Dst» plans received by plan checker Date By check completed 3ft A&Xi 33 U . ^ 0?. t tfjuw/AAf flizr Ae£#*Jb*M: a) tlD<Lf>. ffeq «i (/' it)!t>£ ^iDe tofiLfa . Unfy&D/r AU6tUEJ> F/>t>.^irrutoLK* V'lD^'. k) A)a PA £#}()$ t) FiJTtf OOOIL*, At>e .<*LfD C&tLe- -*,?# Pi AT era nnr 7?«ni£*j t> ^» - flosr /Jor /^>«*-f»i \ «/dL/ r&£f htdUTS /l) [5tiO/i4 *JtfT '?F®"-'^^'n ~£*AiT* liAT frLLlUeh «J TUAteAl&uJfft- &&*& AM>_ &fl£J(/IL)£r A)dT 7?f?Q\JLj£.Kt) -OJE&f AJ&T A^f^u^fD £tiG£AV (LF-lft PfifLT ^bP-A L&HT.fr2.\\ JLJUff-*- PfijbPoseb l^.lalo, THlJ* i± /P-y9 U)A-LL- ItiAtJLLfimdti. PLftlUS £H-T. ft-lS 'SCe-ribt) fi- S/yo&l A-/9 UlPtLf it^iLt-t^rm^ t^MAt} ^?Vt,^riLft: /*) UALL^ - . ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, C A 92123 (619) 560-1468 DATE: JURISDICTION: £/7Y Df CA&L&IAO PLAN CHECKER FILE COPY PLAN CHECK NO: gff-jgfcP _ SET;77] _ QUPS DESIGNER PROJECT ADDRESS : PROJECT NAME; % {/UiT APT- "frU&JWZ VI&J D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. D 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. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. {~j Esgil staff did advise applicant that the plan check has — been completed. Person contacted: _ Date contacted: Telephone #_ REMARKS: ESGIL CORPORATION Enclosures: PROJCCT AOORCSS; TO; rhJHtX AftfifiA&A VI67A. PLAN CORRECTION SHEET Plan* Check No._ FOREWORD; PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled 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. A. PLANS 1.1 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: — To facilitate rechccJcing, pleaae identify, nest to each circled item, the sheet of the plona upon which each correction on this sheet has been made end return this check sheet with the revised plana. 0 The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact «e if you have any questions regarding these items. Data plans received by plan checker Date J///, plan check completed 8>- Datei. Prepared byi £.. I^ALXGL. PLAN CHECK NO.. BUILDING ADDRESS APPLICANT/CONTACT YUMX BUILDING OCCUPANCY & TYPE OP CONSTRUCTION OP CARLSBAD VALUATION AND PLAN CHECK FEE <L*eji)6A £t)fh> Q Bldg. Dept. Q Esgil PHONE NO. V. DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION Ynt*c>.+ ttL\H ftrrttlAt/A ,~ - Air Conditioning Commercial Residential Res. or Coma. Fire Sprinklers Total Value BUILDING AREA .<9«5 " VALUATION MULTIPLIER II.6K • 9 @ e VALUE /n9%3$. ' 6??^P BuUding Pernit Fe« $. Plan Check Te« $ COM HCNTSi Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET / OF ^ 12/87 Date i Jur i sd ic t ion Prepared by« VALUATION AND PLAN CHECK FEE Q Eldg. Dept, D Esgil PLAN CHECK NO., BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY _ TYPE OP CONSTRUCTION - ,3334- IT] PHON2 DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION (Lfr&J>ey&T • Air ConditioningCommercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA vSVr> • • VALUATION MULTIPLIER /2,0ft — ... • i * 8 VALUE (0</PQ . : • • <*</&) Building Permit Fes $. Plan Check Fee $ t IQ.oo COM MCHTSt cAt. &L0AI. .5" SHEET <R OP 12/87 Datet Prepared byt VALUATION AND PLANCHSCKTEE Q Eldg. Dept. D Esgil PLAN CHECK NO. BUILDING ADDRESS JLZbl- APPLICANT/CONTACT BUILDING OCCUPANCY <*A£//tM/» PHON2 NO. /fl DESIGNER PHONE TYP2 OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION (Lfr&J>tr&T*~ ~ • Air Condi tionine Commercial Residential Res. or Cornm. Fire S-orinklers Total Value BUILDING AREA 7^?D • • • VALUATION MULTIPLIER /£.od -. .. • @ @ e VALUE %(*</d. , • • » g(*</0. Building Permit Fee S. Plan Check Tec $ COM HE NTS. oll.oo /</./)</ SHEET OF 12/87 Prepared byi PLAN CHECK NO.. BUILDING ADDRESS APPLICANT/CONTACT y»AtJ< A*0£*x4 BUILDING OCCUPANCY /fl .TYPE OP CONSTRUCTION £A£~ VALUATION AND PLAN CHECK FEE <*A-£,/AJ6A- UJfi-Y Q Bldg. Dept. D Esgil PHONE NO. DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION <Lft£J>o-&r ~'~ • Air ConditionineCommercial Residential Res. or Conun. Fire Sprinklers Total Value BUILDING AREA 8lo • * • VALUATION MULTIPLIER X2.oe> _. . • '« 9 e VALUE 3*730* . - • • • <?7JO. Building Permit fee $. Plan Cheek Fee $ JJ9.0D C 0 M HE N TSt_ SHEET 12/87 Date i. Prepared by« Jur i sd i c t ion PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT "ftl/HUt BUILDING OCCUPANCY fY] TYPE OP CONSTRUCTION 1 VALUATION AND PLAN CHECK FEE gA£./XJ6A Q Eldg. Dept, D Esgil PHONE NO. DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION (Lfr&J>a-&T -• • Air ConditionineCommercial Residential Res. or Conun. Fire Surinklers Total Value BUILDING AREA /M£»0 - . • * • VALUATION MULTIPLIER J2.Ob — _ - '§ $ @ VALUE /j^yj?/5. . • • • /jfSJO Building Perait fet $. Plan Check Fee | COMHCNTS, SHEET OP 12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DI EGO, CA 92 1 23 (619)560-1468 DATE: _ AlLGfLUT I 7. /9gP _ \~\ APPLICANT JURISDICTION: (L/TV OF QAfir^A&D _ QPLAN CHECKtJK FILE COPY PLAN CHECK NO: gf-^OS _ SET: 77" _ QUPS ["DESIGNER PROJECT ADDRESS; ^gfc/ -^39^T (Lfr#DAt> PROJECT NAME: 7V l//J;r n 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 I _ I with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. n The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Oft •j Esgil staff did not advise the applicant contact person that plan check has been completed. I j Esgil staff did advise applicant that the plan check has — been completed. Person contacted: _ Date contacted: Telephone #_ REMARKS: ESGIL CORPORATION Enclosures; -V-^te. id AL DURISP1CTION;Date 'ROOECT AODRCSS; •p.- I^LAN CORRCCTION SHCCT 3l»nr Check No. FOREWORD; PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled 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. . PUNS •J 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: ,To facilitate rechecking, please Identify, >ext to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. 0 The following items have not been resolved from previous plan reviews The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker plan check completed"Date By s "G7 m\^ ,n/OS 3S ^2^ o/J fiz>s & PA-K -r OF -nv/<> te/j*j?t,. w frfruezs To /ft r* , ft m .. ALHU.3 /// /// . TO ./of- ' LtZZL &TT/C. OL it M&. 53T- DEVELOPMENTAL SERVICES D Assistant City Manager (714) 438-5596 D Building Department (714) 438-5525 D Engineering Department (714) 4384541 O Housing & Redevelopment Department (714)438-5611 O Planning Department (714) 436-6581 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 dtp of Cartebab August 18, 1981 I Esgll Corporation 9320 Chesapeake Drive San Diego, Calif 92123 Section 18.04.080 of Carlsbad City Ordinance No. 8087 adopting the 1979 Uniform Building Code provides as follows: Item (7), Page 5, "Other provisions of this section notwithstanding, all occupancies except Group M where the aggregate floor area of all floors exceeds 10,000 square feet shall be provided with automatic sprinkler systems - - ". An exception is provided: "Where a four-hour fire rated area separation wall with no openings therein has been constructed such that no aggregate floor area exceeds 10,000 square feet between such walls". New ordinances usually generate questions about the degree of enforcement to be exercised. Experience to date indicates there is a need to clarify the application of this ordinance - All plan checking personnel should enforce the specific requirements of this In residential occupancies only, with the approval of the Building Official and the Fire Chief, two adjacent two-hour area separation walls conforming to all provisions of the 1979 Uniform Building Code,with no openings or penetrations^ of any kind,shall be acceptable. MARTIN ORENYAK BUILDING OFFICIAL xc: Brian Watson l'/2r'= Section 1709 requires a 30-inch parapet for exterior walls located within 3 feet of the propenv line in this specific case. However, if the floor area of each storv is 1000 square feet or less Exception No. 4 permits omission of the parapet. Considering the second-story construction/since the deck is not roofed a fire-resistive property line wall is'not required at the second story. Of course, a guardrail complying with Section 1 T11 is required and the aforementioned 30-inch parapet may be re- quired. Section 505 (b) Allowable Floor Areas Sec. 505. (b) Areas of Buildings Over One Story. The total combined floor area for multistory buildings may be twice that permitted by Table No. 5-C for one-story buildings, and the floor area of any single story shall not exceed that permitted for a one-story building. Q , The provisions of Section 505 (b) dealing with allow- • able areas of buildings over one story in height, specifi- cally the relationship between the first sentence and the second sentence, are confusing as to how they are applied to a building having a portion which is only one story and another portion which is two story. Could you please clarify? A m By way of example, referring to Figure No. 1, the follow- • ing is our interpretation of the application of the provi- sions of Section 505 (b): 60- WIDE STREET 2. M1 t 1f ///// f / i I , CROUP B-2 ' OFFICE BUILDING 'TWO-STORY '.PORTION ' j_i /////// i / i' r / ONE-STORY 'PORTION ' // //////// //// •t b 30' FIGURE NO. 1 GIVEN: Office building; Croup B, Division 2 Occupancy; Type V-N con- struction; rear portion of building is one story with the remaining portion being two story; equipped with automatic sprinkler system throughout. Determine allowable area based on Sections 505 (b) and 506. 1. Determine possible area increases using Section 506. A. Section 506 (a) 2. Area increase for separation on three sides. Minimum yard provided 60 feet. Percent increase (60feet - 20feet)2Vi% » 100increase(factorof2.0) B. Area increase for automatic sprinkler system. (1) One-story building—factor of 3.0. (2) Multistory building—factor of 2.0. Apply provisions of Section 505 (b). The first sentence of Section 505 (bi states that the total area oi till floors shall not exceed twice the area allowed for one-story buildings. Basic area liable No. 5-C) Increase ior separations Increase for multistory 8.000 sq.ft. x2.0 16,000 sq. ft. x2.0 32.000 sq. ft. Finally, applying the provisions of Section 506 (c) for an automatic sprinkler system, the total area of all floors would be limited to twice that determined above. This would result in total allowable area of 64,000 square feet. The second sentence of Section 505 (b) states that a single floor area shall not exceed what is permitted for one-story buildings. When considering the single floor area limitations of Section 505 (b) it is appropriate to permit the application of the 3.0 factor for installation of an automatic sprinkler sys- tem, provided the total area of all floor limitations as stated in the first sentence of Section 505 (b) is met. Thus, the single floor area maximum allowed would be as follows: Basic area (Table No. 5-C) Increase for separations Increase for automatic sprinkler system 8,000 sq. ft. x2.0 16,000 sq.ft. x3.0 48,000 sq. ft. Based on the above, there are a number of possible combi- nations of floor areas for the example building which would meet the code's intent. Several possible combinations would be as follows: Combination 1 First story Second story TOTAL Combination 2 First story Second story TOTAL Combination 3 First story Second story TOTAL 48,000 sq.ft. 16.000 sq.ft. 64,000 sq.ft. 40,000 sq.ft. 24.000 sq. ft. 64.000 sq. ft. 33,000 sq.ft. 31.000 sq.ft. 64,000 sq. ft. Note that the above combinations all meet the requirements of Sections 505 (b) and 506 limitations. If the building con- tained identical-sized first and second stories, the single maximum floor area would be 32,000 square feet and the total area of all floors would be limited to 64,000 square feet. s Section 505 (e) (e) Area Separation Walls. Each portion of a building separated by\ one or more area separation walls may be considered a separate build- ing, provided the area separation walls meet the following require- ments: I. Area separation walls shall be not less than four-hour fire-resistive construction in Types I. II-F.R.. Ill and IV buildings and two-hour fire- resistive construction in Types II One-hour, II-N or V buildings. The total width of all openings in such walls shall not exceed 25 percent of the length of the wall in each story. AH openings shall be protected by a fire assembly having a three-hour fire-protection rating in four-hour fire-resistive walls and one and one-half-hour fire-protection rating in two-hour fire-resistive walls. I 2. Area separation walls shall extend to the outer edges of horizontal projecting elements such as balconies, roof overhangs, canopies, mar- quees or architectural projections. EXCEPTION: When horizontal projecting elements do not contain concealed spaces, the area separation wall may terminate at the exterior wall. " ' When the horizontal projecting elements contain concealed spaces. the area separation wall need only extend through the concealed space to the outer edges of the projecting elements. The exterior walls and the projecting elements above shall be of not less than one-hour fire-resistive construction for a distance not less than the depth of the projecting elements on both sides of the area separation wall. Openings within such widths shall be protected by fire assemblies having a fire-protection rating of not less than three-fourths hour. 3. Area separation walls shall extend from the foundation to a point at least 30 inches above the roof. EXCEPTIONS: 1. Area separation walls may terminate at the under- side of the roof sheathing, deck or slab, provided the roof-ceiling assem- bly is of at least two-hour fire-resistive construction. 2. Two-hour area separation walls may terminate at the underside of the roof sheathing, deck or slab, provided: A. Where the roof-ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction for a width of not less than 5 feet on each side of the wall. B. Where roof-ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construc- tion. C. Openings in (he roof shall not be located within 5 feet of the area separation wall. D. The entire building shall be provided with a flre-retardam roof covering or special purpose roof complying with Section 3203 (g). 3. Two-hour area separation walls may terminate at roofs of entirely noncombustible construction. 4. Parapets of area separation walls shall have noncombustible faces for the uppermost 18 inches, including counterflashing and coping materials. 5. Where an area separation wall separates portions of a building having different heights, such wall may terminate at a point 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construction with openings protected by assemblies having a three-fourths-hour fire- protection rating. EXCEPTION: The area separation wall may terminate at the under- side of the roof sheathing, deck or slab of the lower roof, provided: A. Where the roof-ceiling framing elements are parallel to the wall. such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction for a width of 10 feet along the wall at the lower roof. B. Where the lower roof-ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive con- struction. C. Openings in the lower roof shall n« be located within 10 feet of the/ area separation wall. See Chapters 6 to 12 inclusive for special occupancy provisions. Would the code permit the installation of wood shingles or shakes on a roof in the area of the roof which crosses over a two-hour area separation wall constrjuc'led in accordance with Sectiorr^OS (d) as shown in Figure A m In theVase of a two-howr area separation wall terminat- • ing at thesundersidfij6l' the roof sheathing as provided in Exception No. 2 D oNt«n No. 3 of Section 505 (e), the entire building must be proydetkwith a fire-retardant roof covering or special purpose roqm>mplv^>e wiih Section 3203 (g). As an additional comment reRaNJiriR the construction adjacent to the two-hour area separation wall, pyen (hough a particular hori- zontal fir<j*resistive assembly may have^een tested with a particu- lar top^Vde protection nor example a dobtjle laver of plywood). Foomote No. 15 of Table No. 43-C would allow the roof side protection to be omitted where unusable space occurs above. Since a, roof is normally unusable space (roof decks, etc., ex- ceptedlXthere would be no specific requirements regarding the construction of the upper surface (as regulated by the f ire-resjstive requirements.) \ v\ S'-0*MN. L SXTMW. K n a pi tk H V \\ RAFTERS \Jk ATTIC \ 1 f CEILN6/ *~ , • r ^ »- X. FIRE-RETARMNTO SPECIAL PURPOSEROOF COVERING/ 7 •1 Hi ^ ^ \A K^J \ ONE-HOUR FIRE-RESISTtVE • ROOF-CEILW6 ASSEMBLY -f- 3-2X WOOD ILOCKNG \ /•VA 1-HOURFIRE-RESISnVEL ASSEMBLY FLOOR WOOD OR 2-2X WOOD N ttOMBMATION WITH FIRE- MATERIALS Q m A problem has arisen in our jurisdiction concerning the • requirements for construction of a two-hour area sepa- ration wall. The following diagram depicts the typical situation: TWO-HOUR AREA SEPARATIONWALL WITH ONE-HOUR CONSTRUCTION AT.UNDERSIDE OF ROOFSHEATHNG EXTENONG ours ON EACH SIDE NOBTH Our questions concerning this typical arrangement are as follows: 1. What protection, if any, is required along the east-west walls A and B beyond the limits of the two-hour wall? 2. If fire-resistive construction is required along walls A and B, how far should the protection extend along these walls? Are there any restrictions on placing of openings along walls A or C in the vicinity of the two-hour wall? (Also, walls B and D.) • Section 505 (e) slates that portions of buildings which are separated by area separation walls may be consid- ered as separate buildings. Based on this statement, it is our opin- ion that area separation walls should have a length sufficient to ensure that the portions will, in (act, function as separate buildings in the event of fire. For purposes of further discussion, we have provided a series of sketches on which we have provided grid lines for reference. In our opinion, if (he area separation wall on line 2 (see Figure No. 1) extends only between lines B and C, a reasonable physical barrier for purposes of preventing the lateral spread of fire between portions of the building would, most likely, not be provided. To help prevent the possibility of fire's sweeping around the ends of the area separation wall, the wall should be extended beyond lines B and C. In order to determine how far the wall should be extended and with what fire rating, we would suggest that property lines be assumed between the two portions of the building. This would be consistent with the provisions of Section 504 (c), which addresses the subject of buildings on the same property. Since your letter did not describe a specific building, we will assume certain conditions for purposes of discussion. Please refer to Figure No. 2. Table No. 5-A requires that exterior walls less than 20 feet from a property line be of at least one-hour construction with no openings allowed less than 5 feet and protected openings less than 10 feet. If it is desired that the wall along line B be of nonrated construction with unprotected openings, then dimension (1) should be assumed to be 20 feet. If it is also desired that the wall on line 2 between lines C and D be nonrated construction with unprotected openings, then dimension (2) should also be 20 feet. Since the assumed property lines may be located anywhere, there is an almost unlimited number of possible solutions to any given problem. As an example, please refer to Figure No. 3. It should be remembered that area separation walls are permitted to have openings, so although the examples indicate solid walls, openings complying with Section 505 (e) 1 may be provided through the area separation wall. FIGURE Nai ION mu. EXTENSION J/ «UM CONSTRUCTION , AREA SENMAT10N W4U. EXTENSION Of ONC-HOUM CONSTRUCTION*/^\ WTfMNOOPENHOSI 3 ) ONt-MOUHWAU* WITH UNMOTCCTED OPENN6SfOMCNSONS IDAHO 12)ARE 10-VOMMOftE ONE-«Om» CONSTRUCTION' -WlTHPBOTfCTtPO»EN«lGS FIGURE NO. 3 Q B. Regarding Section 505 (e) as it applies to area separa- • \ tion walls, the question arises with regara to parapets in the case where the higher of the two building sections; i.e., the roof, occurs at a point 30 or more inches aboveylhe lower roof. The big question is: Where area separation/vails separate build- ings of different heights, is a parapet requires to extend 30 inches above the upper roof when the upper roo^is at least 30 inches but less than 10 fe«t above the lower roof? A B In response to your question regarding clarification of • the captioned subject, fie have prepared some draw- ings to illustrate the application of Section 505 (e) 5. We are sure thai most usersp( the code would not have any problem in applying the condition represented in Case I where the difference in roof Heights exceeds 10 feet. The two-hour area separation wall should extern to 30 inches above the lower roof, and for a distance oi at least 10 feet above the lower roof the remainder of the wall shop Id be of at least one-hour fire-resistive HIGH HOOF I LOWF 2: \ -OPENING PROTECTED WITH THREE-roURTHS-HOUR ASSEMBLY -ONE-HOUBWAOTO10- ABOVE \OH HOOF -TWO-HOUR WALL TO *T ABOVE LOW HOOF FIGURE NO. 2 CASE I DIFFERENCE IN ROOF HEIGHTS EXCEEDS 10FEET indicated. Any opening within this one-hour wall be protected with a three-fourths-hou/ fire-rated construction section shoul assembly. Case II represents a condition where the between the low roof and high roof is more than than 10 feet. lA this case, the two-hour wall inches above the^ low roof and the remainder o] ce in height inches but less extend 30 wall up to the DIFFERENCE IN ROOF HEIGHTS IS MORE THAN 30INCHES BUTT LESS THAN 10 FEET CASE III DIFFERENCE IN ROOF H 30 INCHES OR LESS should be of one-hour fire-resistive construction. Any in this one-hour portion shall be treated similarly to Q B Could you provide me with construction details for • wood-framed two-hour area separation walls for walls without a parapet? A m The sketches shown provide construction details which • are felt will provide reasonable integrity to a two-hour wood-framed area separation wall. Multiples of 2-inch-thick blocking are placed at the floor, ceiling and roof lines in lieu of running the fire-resistive construction continually through these framed areas. While blocking is not a tested feature, it has been allowed by many jurisdictions and proved to be a reasonable alternate. Additionally, it is believed that blocking can be cut and installed to provide a tight fit between joists in order to provide a draft barrier. FtRE-RETARDANTOR SPECIAL PURPOSEROOF COVERING ONE-HOUR FIRE-RESISTANCE TWO-HOURFIBE-RESISTANCE FLOORX J/• r>2X WOOD OR 2-2X WOOD 1 I/ N COMMOTION WITH FIRE- A RESISTANT MATERIALS / ^K H H i MS^jf ft to U k BSfi•*•^' __*..-... high openir Case/ Ose III represents a condition where the difference in height betvi een the low roof and the high roof is 30 inches\>r less. If it is exac tly 30 inches, the two-hour area separation wall should extend to th > high roof. If the difference in height is less than 3(^inches, the two-hour wall should extend 30 inches above the low roof. CASE1 FLOOR AND ROOF JOISTS PARALLEL TO WALL S'-O-MN. NO OPENNGSl NO OPENNGS FIRE-RETARDANT ORSPECIAL PURPOSEROOF COVERING RAFTERSONE-HOUR FIRE RESISTANCE FORFULLSPAN LENGTH-SUPPORTMO WALLORFRAMMG ALSO TO BE ONE-HOUR FIRE RESISTIVE rwo-HOUH FIRE-RESISTANCE 4-2X WOOD OR 2-2X WOODN COMBNATON WITH FIRE-RESISTANT MATERIALS CASE 2 FLOOR AND ROOF JOISTS BEARING ON WALL Section 506 (a) Allowable Area increases rifled in Section 505 maySec. 506. (a) General. The floor areas sp be increased by oneW the following: 1. Separation on two sides. Where public ways or yards more than 20 feet in width extencfalong and adjoin tyro sides of the building, floor areas may be increased at a rate of 1 '/4 peicent for each foot by which the minimum width exceeds yO feet, but tpe increase shall not exceed 50 percent. 2. Separation on three sides. Whye*re public ways or yards more than 20 feet in width extend along and .Adjoin three sides of the building, floor areas may be increased itt a .rate of 2>/2 percent for each foot by which the minimum width excels 20 feet, but the increase shall not exceed 100 percent. 3. Separation on all sides. >Vhire public ways or yards more than 20 feet in width extend on all fides <if a building and adjoin the entire perimeter, floor areas may pe increased at a rate of 5 percent for each foot by which the minimum exceedsVo feet. Such increases shall not exceed 100 percent, except that greater\ncreases shall be permitted for the following occupancie A. Group B, Division 3 aircraft storag^ hangars not exceeding one story in heights B. Group B, Div/sion 4 Occupancies notNexceeding two stories in height. C. Group H, Division 5 aircraft repair hangars not exceeding one story in height. Area increases shall not exceed 500 percent for aircraft repair hangars except as provided in Section 506 (b). Given the following data, please explain the de/ermina- '. m tion of allowable floor area: Office^building—Group B, Division 2 Occupancy Two: Type V^N construction Area: 8)900 square feet per floor (both floors identical areas) OFFICE BUH.DMG 30' MILLAVEN A m Basic allowable are • B-2—8,000 squary Allowable area increases | 12'/j percent for separation 1(30 feet - 20 feet) 1 '/i perent [PLAN [(TableNo. 5-C) d: > sides (Section 506 (a) 11 12 Vi percent! Maximum permitted floor area penfloor: 8,000 x 1.125 - 9,qOOsquar^feet Total floor area permit) 9,000 x 2 = 18,000 square feeA [Section 505 (b)] Q > In the/case of two or more buildings located on the same • property, would the entire yard space between build- ings be permitted to be used for purpose! of allowable area increase or must a property line be assumen between the two buildings witK yard space limited to yard spa\e measured to the assumed property line? A m /The allowable area increases specifieoVor buildings by • /the provisions of Section 506 (a) do notVestrict the yard space as being measured to the assumed property line between two building/on the same property. Credit for total yard sbace between the buildings is granted to each building adjacent Ip such yard space. R should be understood that in the applicatkm of Section 506 (all the code is concerned only with the availability of open, unoccupied space which can be permanently maintained. Since a publicjspace or street satisfies these criteria fully as well as a yard CITY OP CARLSBAD VALUATION AND PLAN CrECK rTE D Blfij. Dtp- D E PLAN CHECK NO. BUILDING ADDRESS ,-gafc/- APPLICANT/CONTACT BUILDING OCCUPANCY ( &F>\$\ PHON2 NO . tfl DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION tj (LA1L GjfiLA6£ • • Air ConditlonineConunercial Residential Res. or Cornm. Fire Sprinklers Total Value BUILDING AREA IWl VALUATION MULTIPLIER J9.0A . . ' • e 0 • e VALUE /"77*,2 • /77^^ BuUtflng Per«It fe« $. Plan Check Ftt $ COM SHEET OF 12/87 Prepared CITY OP CARLSBAD VALUATION AND ?UIN CHECK FrS 0 Sldj D E PLAN CHECK NO. gj? r BUILDING ADDRESS .. APPLICANT/CONTACT BUILDING OCCUPANCY M TYPE 0? CONSTRUCTION Vl) PHONS NO. 4*9- DESIGNER PHONS CONTRACTOR PHON2 n BUILDING PORTION z> c He- WHJtrrwt f(&<L.&Lfi&< AMI6"^.fflO FliT£-V • • Air ConditioningConuaereial Residential Res. or Cornea. Pir« S-orinklers Total Value BUILDING AREA -?&*, U<J ,8S VALUATION MULTIPLIER ^^FjrT'^^f^1* 37. 60 totO-O . • • i 0 - e VALUE _/ 1. 1_ •( r r i *^f *? .^V99F ^*^? • s33-^^ /* ?XA Building P.r.it r«t $. Plan Chtck f»t f CON HCNTSL. SHEET OF / 12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO. CA 92123 (619) 56O1463 DATE:12. /9J?J? JURISDICTION: _ PLAN CHECK NO: PROJECT ADDRESS; PROJECT NAME: CITY OF CARLSBAD SET: T, [PLAN CHECKER FILE COPY UPS DESIGNER D D D D a The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. - The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ \ _ are resolved and checked by building department staff. 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 the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: *nJ. CLiP 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: YflfrdK ft fiOra &r> — Date contacted: REMARKS : Telephone I BY:ENCL: ESGIL CORPORATION PLAH CBKX NO. JURISDICTION: TO: Y 88 Cm Of CARLSBAD Date initial plan check completed: & Bv; Applicant contact person: Telephone PROJECT ADDRESS: OCCUPANCY: PROJECT DATA *-/ BSE: PrPA&TMe*/K TXPK OF uGH&c ACTUAL AREA: \t , IROCHON: V j 1 fltUIC* /?• ^//976^ "A* 7^/f ALLOWABLE AREA: STORIES: HEIGHT: SPRINKLERS: REMARKS: PLAN CORRECTION APARDfERIS: WHS HANDICAPPED Data plans received by jurisdiction: _ 25 Date plans received by Esgil Corporation: . S.L. 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 handicappped. 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. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (off. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions adopted by the ordinance. The items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (0r 3 copy) where each correction it^ift 1*"*$ been addressed i.e.. plan sheet, specification, etc. Be S'"*e to enclose the "»«*kad ut> list when you submit the revised plans. max: PACK ARK HOT n &UJJJUMJX AS PACKS HAVTHG ID ITEMS MEEDDRS CORRECTIONS HERE List. No. 76: City of Carlsbad R-l, For Apartment Projects With Handicapped Access, and With Energy Tables or Supplement For Local Ordinance or Local Policy Requirements. (1985 UBC) A. FtAKS ©Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. 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. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC, and UPC and 1987 NEC. Provide the site address and a vicinity sketch © © on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed and sealed by the California licensed architect or engineer responsible for their preparation. (Calif. Business and Professions code) Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, structures, pools, walls, etc. included under this application. Any portion of ftia project shown on the site plan that is not included © with the building permit application filed should T>e cTearljridentified as "not included" on tne site plan or Title Sheet. Provide a Building Code Data legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group Type of Construction Sprinklers: Yes or No_ Stories Height Floor Area Justification to exceed allowable Table 5-C. (if applicable) area in Justification to exceed allowable height or stories in Table 5-D. (if applicable) * Specify on the Title Sheet of the plans the gross floor area of each element of this project including units, garage, carport, patio, deck and balcony. Section 302 (c). Provide a Building/Unit Schedule on the Title Sheet. Include the following: Designation and dwelling unit type. area of each c. Number of each designated unit types in each building (including handicapped access units). List any other occupancies or uses included in each building, i.e., common laundry, common storage, garage, rental office, etc. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increases of building area and dimensioned setbacks. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Dimension distance from curb to property line. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. 8/13/87 C. t' y. BPTTJ1IHS AREA Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in lable 5-C, Section 506. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503. As shown, the building(s) is/are over area for the type of construction shown. lable 5-C. The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506. No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. Section 505. A basement need not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building. Section 505. AREA SEPARATION Area separation walls may separate portions of a building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type I, II-F.R., Ill and IV buildings; and two-hour in Type II one-hour, Type II-N and Type V buildings. Section 505 (e) 1. Openings in four-area separation walls are required to be protected with three-hour fire- resistive assemblies; 1-1/2 hour fire- resistive assemblies are required to protect openings in 2 hour area separation walls. Section 505 (e). Openings in area separation walls are limited to twenty-five percent of the length of the wall in each story. Section 505 (e). If area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections) and the projecting elements contain concealed spaces, the wall shall extend through the concealed space to the outer edges of the projecting elements. The exterior walls and projecting elements above must be of one-hour construction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Walls supporting the exterior walls must be one- hour. Openings in the one-hour walls must be protected with three-fourths-hour assemblies. Section 505 (e) 2. All area separation walls must extend in a continuous straight vertical plane from the foundation to a point thirty inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two- hour construction. Horizontal offsets are not permitted. Section 505 (e) 3. Two-hour area separation walls may terminate at the roof sheathing provided that: Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction for a width of not less than five feet on each side of the wall. Section 505 (e) 3. (bJ Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. Section 505 (e) 3. (cJ The entire building shall have a ^"^ fire retardant roof covering in accordance with Section 3203 (g). Section 505 (e) 3. No openings in the roof are permitted within five feet of a two-hour area separation wall if parapets are not provided. Section 505 (e) 3. 8/13/87 Area separation walls, which separate portions of buildings having different heights, may terminate thirty inches above the lower roof level, provided the exterior wall for a height of ten feet above the lower roof is of one- hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As an alternate the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall are one-hour construction for a ten foot width along the wall at the lower roof, and supporting elements are one-hour; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one-hour for the entire span, and supporting elements shall be one-hour. Section 505 (e) 5. Where different roof heights occur, no openings in the lower roof are permitted within ten feet of the area separation wall if parapets are not provided. Section 505 (e) 5. Show the basis for the approved fire-resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet i.e., item number in Table 43- A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X1, per Gypsum Fire Resistance Design Manual, Item FC 5406). Parapets of area separation walls shall have non-combustible faces for the upper 18 inches, including counter flashing and coping materials. Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) 1-5. IdQLLudAUfJQ'f &K£ttK ftT PLM&JCL£\ltL [58. \ Provide a note on the plans stating: "Plumbing \__>/and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". Section 4304 (e). K. f / Clearly show the maximum building height based on the definition in Section 409. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. f f- K. 4 One additional story would be permitted beyond that shown in Table 5-D, if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (subsitute for one- hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1. Penthouses shall comply with Chapter 34. >2. The height and number of stories cannot exceed that shown in Table 5-D. Show the code basis for the height/number of stories as shown. Group R, Division 1 occupancies more than two stories in height, or having more than 3,000 sq. ft. of floor area above the first story shall be not less than one-hour fire-resistive construction throughout except as provided in Section 1705 (b) 2. Section 1202 (b). Where one-hour fire-resistive construction is required, an approved automatic sprinkler system may be substituted for the one-hour construction, however, the fire sprinkler system shall not waive or reduce fire- resistive requirements for: occupancy separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 508. Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, gable end assemblies at attics, etc. Chapter 43, Chapter 17. Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind bathtub and shower enclosures, mailboxes, medicine cabinets, fire extinguisher cabinets, electric panels exceeding sixteen sq. in. in area, etc. Section 4304 (e). Detail and reference I.C.B.O. number or other approval for horizontal fire asembly using trusses. Section 4303 (b) 8. Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Show duct openings in ceilings, regardless of size, have approved ceiling fire dampers. Section 4303 (b) 6. 8/13/87 A f- f- A B-l occupancy in the basement or first story may • be classed as a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction, per Section 702, only if the following conditions are met: a. B-l is Type I construction. b. B-l/R-1 are separated by hour occupancy separation. a three- c. B-l is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms. (No storage, recreation room, etc.). d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction. The Type I construction is required to have 3/4 hour protected exterior wall openings when located within twenty feet from a property line, and no openings are permitted less than five feet. Section 1803 (b). All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one-half hour assembly. Section 503 (c), Tables 43 - A, B, C and Chapter 43. required between. _-hour occupancy separation is _occupancy and the .occupancy. Table 5-B, Section 503 (d), Tables 43 - A, B, C and Chapter 43. Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Table 5-B, Section 503 (b), Tables 43 - A, B, C and Chapter 43. No openings are allowed in a four-hour fire- resistive occupancy separation wall. Section 503 (c). Openings in a three-hour fire-resistive separation shall be protected by a three-hour assembly, and openings may not exceed twenty- five percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c), Tables 43 - A, B, C and Chapter 43. A two-hour fire-resistive occupancy separation shall be not less than two-hour fire-resistive construction. Openings shall be protected by a one and one-half hour assembly. Section 503 (c), Tables 43 - A, B, C and Chapter 43. /• >*• f A one-hour fire-resistive occupancy separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c), Tables 43 - A, B, C and Chapter 43. Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding sixteen square inches per one hundred square feet of wall, may be installed and shall be separated by a horizontal distance of twenty- four inches when on opposite sides of a wall. Section 4304 (e). Fire-resistive floors used for occupancy separation shall have openings protected per Section 503 (c). Ducts penetrating one or two-hour occupancy or area separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306 (j). Usable space under the first story, when constructed of metal or wood, shall be protected on the side of the usable space as required for one-hour fire resistive wall and ceiling construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. Show the details and the basis for the rating of the occupancy separation you propose, i.e.,item number in Table 43 - A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. H. SODHD IRAKSMISSIOH (Title 25, Chapter 1, Subchapter 1, Article 4, Section 28) UBC Standard No. 35 (1-3) UBC Appendix Chapter 35. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC 50 and IIC 50. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. 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 or treated to maintain the required ratings. 8/13/87 ijfb. Dwelling unit entrance doors from interior corridors together with their perimeter seals shall have a STC rating of not less than 26. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area {CNEL contours of 60 dB) as shown on the City or County's General Flan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL countour of 60 dB) as shown on the General Plan". R-l occupancy buildings, located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, require an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB. Where windows oust be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour, provide design. In all occupancies, floors above the first story having ten or more occupants, shall have not less than two exits, except only one exit is required from a second floor area within an individual dwelling unit. Two or more dwelling units on the second story may have access to only one common exit when the occupant load tributary to the stairway does not exceed ten. Section 3303 (a).blO&. ft LH<)I1<> Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303 (a). Where a required exit enters a yard, the yard must lead to a public way. Section 3301. Minimum exit court width is forty-four inches.Section 3311 (b). Change in width in an exit court shall be effected gradually by a guardrail at least thirty-six inches high and making an angle of not more than thirty degrees with axis of the court. Section 3311 (b). 113. Where required exits enter an exit court (see ' definition, Section 404 and 3301), the exitcourt must discharge into a public way or exit passageway. The exits from the exit courtshall comply with Section 3311 requirements for width, number, and protection of walls and openings. 1/4. Basements require two exits, except basements ' in an individual dwelling unit. Section 3303 (a). Total width of exits in feet shall be not less than total occupant load served divided by fifty. Tributary occupant load from basements and stories above shall be per Section 3302 (b) and the maximum width required for any story shall be maintained. No point in the building shall be more than one hundred fifty feet (two hundred if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased one hundred feet if the last one hundred fifty is in a corridor. Section 3303 (d) (see exceptions). Double acting doors are not allowed when serving a tributary occupant load of more than one hundred, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped within panic hardware. Section 3304 (b). Exit doors from each unit should be a minimum size of three feet by six feet eight inches with a minimum door swing of ninety degrees. Maximum leaf width is four feet. Section 3304 (e) and (f). \ 119\ Regardless of occupant load, a floor or landing not more than one inch below the threshold is required on each side of an exit door. In R-3, and individual units in R-l, a maximum 7-1/2 inch drop may occur provided the door does not swing over the drop. Section 3304 (h). i- 120'0. Doors should not project more than seven inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305 (d). Revolving, sliding and overhead doors are not permitted as exit doors. Section 3304 (g). 12/17/87 1*3. J. Doors in the fully open position shall not reduce the required dimension at door landings by more than 7 inches. When a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one-half the required width. Section 3301. (i). Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire- resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stairways. Minimum size landings and landing clearances must be provided. Section 3307. (See Title 24 where Disabled Access is required) STAIRWAYS AMP f Stairway width must be at least forty-four inches when serving fifty or more occupants and thirty-six inches when less than fifty. Section 3306 (b) Seventy-eight inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosings. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b). Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire- resistive construction. 2x9 16" o.c. nailers. Section 3306 (m) (n). Landings should not be reduced in width more than seven inches by a door when fully open. Landings shall have a length, in the direction of travel, of not less than 44 inches. Within a unit they need not exceed 36 inches. Section3304 (i). Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h). Vertical distances between stairway landings are limited to twelve feet. Section 3306 (i). All interior stairways, ramps and escalators shall be enclosed. An enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Not required for R-3 or R-l stairs within a dwelling unit. Section 3309 (a). Stairway riser must be four inches minimum and seven inches maximum and minimum run shall be eleven inches except in winding, circular or spiral stairways, or private stairways serving less than 10 which may have an eight inch rise and nine inch run. Section 3306 (c)._ ££fLUIt)£f A IMJ/75 frfte O&r fAl\)fff&,Winding stairways are permitted only when serving R-3 or a single unit in R-l. Section 3306 (d). 1/5. Provide details of winding stairway: a. Minimum tread is six inches at any point and a minimum nine inches at a point twelve inches from where the treads are narrowest. b. Maximum rise is eight inches. c. Minimum width is thirty-six inches. Section 3306 (d). Spiral stairways are permitted only when serving R-3 or a single unit in R-l. Section 3306 (f). Provide spiral stairway details: a. Minimum run is 7-1/2 inches at point 12" from where the treads are the narrowest. 1/6. f- b. Maximum rise is 9-1/2 inches. c. d. Minimum headroom is sixinches. Section 3306 (f).feet six i- f Spiral stairways must have a clear walking space of twenty-six inches between the column and handrail. Section 3306 (f). Spiral stairways exits when the four hundred sq. may not be used for required area served is greater than ft. Section 3306 (f). Provide I.C.B.O. Research Report and Number for stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that stair plans shall be submitted to and approved by the building official prior to inspection. Section 302 (b). 12/17/87 Stairways should Section 3309: be enclosed as specified in a. Two-hour fire-resistive walls are required in buildings of Type I and II-F.R. construction, and in all buildings over four stories, and one- hour elsewhere. b. Only exit doors are allowed to open into exit enclosures. c. Doors should be labeled one and one- half hours or one-hour fire assemblies, and noted to comply with U.B.C. Standard 43-2. d. Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire- resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. e. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. f. Usable space is not allowed under the stairs. 1. In buildings four or more stories, one stairway must extend to the roof. Section 3306 (o). 1421 Handrails: Handrails are required on each side of stairways. Stairways less than 44" wide or stairways serving one dwelling unit may have one handrail (if not open on both sides). Private stairways (1 only have a handrail 30" or less in height. tenant) need on one side if 0 Stairways with less than four risers that serve one individual dwelling unit need not have handrails. Handrails shall be 30" to 34" above nosing of treads and be continuous. Except for private stairways, at least one rail shall extend 6" beyond top and bottom risers. All stairs shall have handrails terminating in a newel or safety post. Section 3306 (j). /' 1/7 lV9. Occupied floors more than seventy-five feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (b). The handgrip portion of all handrails shall be not less than 1-1A inches nor more than 1 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). Openings in the exterior wall below or within ten feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separated exterior stairways serve an exterior exit balcony. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. Section 3306 (1). Show or note that Chapter 51, UBC. elevators comply with Specify elevator shaft vents where elevators extend through more than two floor levels. Section 5104. CORRIDORS .Corridors, and exterior exit balconies, serving ten or more occupants must be a minimum of forty-four inches wide and seven feet high to the lowest projection. Corridors serving R-3 and individual R-l units may be thirty-six inches wide. Section 3305 (b). When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). Corridors serving ten or more occupants in R-l or thirty in other occupancies shall have vails and ceilings of one-hour construction except; Corridors greater than thirty feet wide when the occupants or areas served by the corridor have an exit independent from the corridor. Exterior sides of exterior exit balconies. Section 3305 (g). 09/01/87 10 7*- 4 166. ill. 3. One hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated twenty minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 4306 (b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed twenty-five percent of the area of the corridor wall of the room which it is separating from the corridor. Section 3305 (h). Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). Viewports in twenty minute rated corridor doors cannot exceed one inch in diameter and must have 1/4 inch thick glass and metal holder that will not melt at 1700 degrees F. Section 3305 (h). Openings for rubbish or linen chutes shall not be located in exit corridors or stairways. Section 1706 (c)- Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materialsanddetails of construction for all floors, walls, roof and all penetrations. Section 3305 (g). Ceilings of combustible materials cannot besuspended below the one-hour corridor ceiling. Section 3305 (g). Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 3305 (g). See attached details for approved methods of providing one-hour corridor construction. When two exits are required, dead end corridors and exit balconies are limited to twenty feet. Section 3305 (e). Exterior exit balconies cannot be located in areas where protected openings are required. Section 3305 (i). Where construction exists at the outer line of the exterior exit balcony, both the exterior and interior wall and openings must be protected per corridor requirements. Section 3305 (g). Elevators serving more than two floors shall not open into a required one-hour exit corridor unless the opening is protected by an approved smoke/draft control door system. In high rise buildings refer to Section 1807 (h). Section 3305. A one-hour corridor shall not be used as an integral part of a duct system. This includes the space above a drop ceiling with the one- hour envelope. UHC Section 706 (b). Parking garages in connection with R-l occupancies shall have an unobstructed headroom clearance of not less than 7 feet above the finish floor to any ceiling, beam, pipe or similar construction except for wall- mounted shelves, storage surfaces, racks or cabinets. L. mi SICKS Exit signs are required since the occupant load exceeds fifty. Show all required exit sign locations. Section 3314 (a). Show that exits are lighted with at least a one foot candle at floor level. Section 3313 (a). Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 100) Section 3313 (b) 1. Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 100 and building has an interior exit corridor system) Section 3313 (b) 2. The exit sign locations as shown are not adequate. R-l GENERAL OOOJPAHCY Every apartment house three stories or more in height or containing oore than fifteen dwelling units and every hotel three or more stories in height or containing twenty or more guest rooms shall have an approved fire alarm system as specified in the Fire Code. Section 1202 (b) (see exception). Draft stops above and in line with walls separating units shall be installed in the attics, mansards, overhangs, false fronts and SifljlflT ^ncealed »*"eas. Die draft stops shall be above and in line with walls separating tenant spaces from each other and from other uses. Section 2516 (f). 12/17/87 11 Every sleeping room below the fourth story shall have at least one openable window or exterior door for emergency escape or rescue. The clear opening shall be at least 5.7 sq. ft., twenty-four inches high and twenty inches wide. The finish sill height shall not exceed forty-four inches above the floor. Section 1204. One room must contain a minimum of one hundred twenty sq. ft. of superficial floor area. Section 1207 (b) Habitable rooms, other than kitchens, shall contain at least seventy sq. ft. of floor area. Section 1207 (b). Window area oust be at least 1/10 of area (minimum 10 sq. ft.) in ieo. y the floor .. Section 1205 (a). 8. One-half of all required window area must be openable in Openable window area must be 1/20 of the floor area (minimum 1-1/2 sq. ft.) in bathrooms, laundry rooms and similar rooms.Section 1205 (a). No habitable room, other than be less than seven feet in Section 1207 (c). a kitchen shall any dimension. >1. Show a seven foot, six inch minimum ceiling height for habitable rooms other than the kitchens. Section 1207 (a). Show a seven foot minimum ceiling height for the kitchens, halls, corridors, laundry rooms and bathrooms. Section 1207 (a). Provide thirty inches clear width in water closet compartments and twenty-four inches clearance in front of the water closet. Section 511 (a). . Show corridor width to be nrtnlmnni 36" within units. Section 3305 (b). Provide smoke detectors which will sound an alarm when actuated. Detectors must be permanently wired in new construction but may be battery operated in existing construction. Section 1210. 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 on faceted glass. Section 5406 (d) 7. Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal number not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. Guardrails: Y- 190. Shall be installed at all unenclosed floor and roof openings. Shall be installed at open and glazed sides of landings and ramps. Shall be installed at balconies or porches more than 30" above grade or floor below. Shall be installed on roofs used for other than service of the building. Shall have a height of 42" (interior guardrails within individual dwelling units may be 36" high). Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 23-B. Open guardrails and stair railings shall have intermediate rails such that a sphere 6" in diameter cannot pass through. Section 1711. Fire-retardant roof coverings are required for R-l occupancies which are more than two stories, or have more than three thousand sq. ft. of projected roof area, or where less thanten feet from the extremity of the roof to a property line or an assumed property line. Section 3202 (b) and 3203 (e). A Classcovering is required. Specify roof slope. _fire-retardant roof 12/17/87 12 193. Roof slope is not adequate for roof typeI specified. Table 23-B; Section 3203 (h). T 168 o. 2</5. Specify roof material and application. Chapter 32. Specify manufacturer and I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. The maxima) slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Cj.frSHf, (H, ie&t>#/t>Wl± ?t£ K&uf, NOT f-OK SKVU&HT. fifi]/i>£ A, 0, SHT. (Cj)tf.) Plastic skylights oust be separated froft each other by at least 4 feet. Section 5207 (a) 6. Plastic skylights shall not be installed within 8 feet of an exterior wall located within 5 feet of a property line or assumed property line. Section 5207 (a) 7. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 tc Provide a minimum 22" x 30" (or 30" x 30" ifequipment is in attic) attic access opening.Section 3205 (c). EftCMtMrT, MftSOHRY Provide fireplace construction details. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d) 1 and Section 2515 (a). Show ties and #9 wire in horizontal joints . 207. 209. a 10. f Show height and masonry walls.constructionChapter 2U.details of all Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanout shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 and 2312 (j) 3. A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" airspace and between planter and building walls. Section 2516 (c) 7. t flashing The masonry design strength shall be limited to f 'm - 1500 psi for concrete block masonry without special inspection. Fire sprinklers are required on any story or basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least twenty sq. ft. of opening entirely above the adjoining ground in each fifty lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than seventy-five feet away. Section 3802 (b). >4. Show standpipe class and outlet locations on the plans. Section 3806. >. Specify that hoses are required with the standpipes. Table 38-A. 5. Fire sprinklers are required in a basement if any portion of a basement is more than seventy-five feet from openings in an exterior wall. Section 3802 (b). Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floors shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). 218. Provide fire sprinklers. 12/17/87 13 40 ' . Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 2/1. Provide roof framing plan and floor framing plan. Section 302 (a) 7. 2*2. Provide framing sections through: 2/3. 2JU. 2J»5. f «>• • Section 302 (c). Specify all header sizes for openings over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). See additional comments below or at end. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood or natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Specify plywood grade and panel identification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than IV framing shall be solid blocking. 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 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. t 2* . Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). Specify truss layout for 30" x 30" attic access, if equipment occurs in the attic. 16. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). Q. FOONDATIOH zlo. 2J51. 262. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. Per soils report, note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905 (c). The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance. Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. The soils report recommends excavations be reviewed by soils engineer. Mote on the foundation plan that "Prior to the Contractor requesting a Building* Department Foundation Inspection, the soils engineer shall advise, the building official in writing that: 1. the building pad was prepared in accordance with the soils report; 2. the utility trenches have been properly backfilled and compacted, and; 3. the foundation excavations, formings and reinforcements comply with the soils report and approved plan". 12/17/87 15 Provide a letter from the soils engineer indicating that the project plans and applicable documents have been reviewed and that it has been found that they are in substantial compliance with the soils report recommendations (when required by the soils report). Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. [266.) If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and ' Chapter Z9. and heights of cuts and tills.ff 207. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). ^268.) Note on plans that surface water will drain aw&y from building and show drainage pattern and key elevations. Section 2905 (f). 269. Dimension foundation per U.B.C. Table 29-A. floors Thickness of Supported* Stemwall Width Depth Footing 1 « 6" 12" 12" 6" 2 8" 15" 18" 7" 10"18" 24"8" ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 27JD. Show foundation sills to be pressure treated. / or equal. Section 2516 (c) 3. 27/1. Show foundation bolt size and spacing. Section / 2907 (f). 272. Specify size, I.C.B.O. number and manufacturer / of power driven pins. Show edge and end distance and spacing. Section 302 (c). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). 302 (c). If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 6. Show on the elevations, stepped footings for slopes steeper than 1:10. Section 2907 (c). t f 2/ . Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. 8. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access Section 2516 (c). of 18" x 2ib. 28&. Show minimum underf loor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underf loor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. K. KBCHAHICAL f 1985 OHITOliM HECHAHICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type._ of all 2jfe. f heating and cooling appliances or systems. Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. Note on plans: "Furnace clearances to be per manufacturer's listing." Section 504, UMC. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating • appliance. Section 704 UMC. Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. Show access to the attic or underf loor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 12/17/87 16 290. Note that passageway to the attic furnace shall 7 be unobstructed and have continuous solid 4 f be unobstructed and have continuous flooring not less than 24 inches wide. Section 708 UMC. II. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. 12. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. "Gas vents and noncombustible through three floors or less [293.) Note on plan: piping passing shall be effectively draft stopped at each floor or ceiling." UBC Section 1706 (a) 6. 5.•ETHTTRICAL f!987 NATIONAL MUOKICAL OODEt All wiring shall comply with the National Electrical Code. (294.) Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. loadProvide a single line diagram and calculations including: if MAt)£££.<HC& —^ ADC, ft/UBS (a.). Wiring method employed. Sizes of all conductors, switches, circuit breakers, fuses, and conduits .e Approximate feeders. length of service (d.j Panel schedules. 246. Show location of all electrical receptacles. l\297.) Electrical receptacle locations and/or spacing is not adequate in / lUfiJr, KJCt\fn- 3&K Utirr. 298) Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC Art. 210-52. Note: convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors"andin garages and basements (other thanFor laundry and similar equipment) shall be GFI protected. NEC Art. 210-8. PUDMBCTG fl985 UNITOIM PUKBDC CODE) Show water heater size, type and location on plans. UPC Section 1301. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC Section 1309. Show source for providing combustion air to fuel burning water heater. If wall opening 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. UPC Section 1307. Provide adequate barrier to protect water heater from vehicle damage. UPC Section 1310. Show X and P Valve on water heater and show route of discharge line to exterior. UPC Section 1007 (e). Provide dryer vent to outside. UMC Section 1903. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. UPC Section 1003. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC 909 (d). 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). 'ATTOH: i300.) Note electrical system ground to be provided per NEC Art. 250-81. On the title sheet of the plans, provide a summary of the design features for this project (i.e., R-values, glazing, shading devices, thermal mass, HVAC efficiencies, etc.) Provide the completed and signed energy conservation compliance documentation forms and calculations used to show design compliance with Xitle 24 Energy Conservation Regulations. Show on the plans the "R" value for the walls, floors, ceiling and related areas. Show double glazing as per Energy Design, on Glazing Schedule. Show on the plan how shading requirements are satisfied. 12/17/87 17 The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plansconformance as follows: f- 3*£. The glazing area shown on the plans exceeds that shown in the documentation or allowed in the package selected. Glazing area includes rough opening of windows and full size of french doors. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Energy conservation design should be for Zone _ . See attached energy packages. ~ If all accessible units do not fully comply with the Title 24 access requirements complete the enclosed form labeled: "Documentation of Adaptability/Accessibility Compliance for Apartment Buildings," including the itemized breakdown of those additional project costs incurred to provide those it^ns required to satisfy mandated Title 24 accessibility requirements. Provide notes, or details as appropriate, to show that access features being provided comply with the technical requirements described on the enclosed "Title 24: Disabled Access Regulations-Apartment Check List". Provide graphic or tabular data on the Title Sheet of the plans identifying all dwelling units within the apartment buildings, the accessible units that will fully comply; those accessible units that will partially comply and the access features comprising the partial compliance, those accessible units considered to be exempt or excluded by the exceptions, and the basis for exemption or exclusion. CARLSBAD R-l FOREWORD; *Apartment building is one containing three or more dwelling units; townhouses not having all living elements on the accessible floor i.e., bath, kitchen, living, sleeping, are exempt, as are condominiums and co-operatives. All nonexempt units must be accessible unless they qualify for thefollowing exceptions: EXCEPTION NO. 1: When public sidewalks, easements or other paths of travel fronting a building, in which is located a "primary entrance", as defined under subsection 2-147(k), has a slope of greater than fifteen percent gradient (1 in 6.67) the provisions of this section need not apply. EXCEPTION NO. 2: When a primary entrance is above or below grade and the first dwelling unit nearest to grade of living accommodations consisting of five or more units per building, is effectively a story six feet above or four feet below grade, the provisions of this section need not apply unless such dwelling unit is accessible by means of an elevator, ramp or lift to and from a primary entrance. EXCEPTION NO. 3: If at least $793.00 per accessible unit has been expended to make certain units has been expended to make certain units fully or partially comply with the requirements, no additional expenditure is required. f . Show details for waterproofing masonry walls below grade where interior finished floor exist (City Policy No. 80-8). . All new residential buildings, including additions, require a soils report. Please submit two copies. Parapets are not required when a four-hour wood wall is constructed to avoid installing a sprinkler system required only by City Ordinance. If the wall is also serving as a U.B.C. required separation wall, parapets are required unless the code specified constructions, in-lieu of parapets, is provided. Condensate drains must connect to a wet trap as dry traps are not permitted. (Memo 1/14/83) 1/28/88 18 326. 18.04.260 Section 3802fb')5 and 6 added- 7 Automate fire Extinguishing Systems. ' Section 3802(b) of the Uniform Building Code is . amended by the addition of Subparagraphs 5 and 6 to read: 5/. In all buildings, which are two or more ^tories in heights and where the floor level of one ore more stories or a basement lies below the lowest point of vehicular access for fire department apparatus, as determined by the Fire Chief. 6. In all buildings, where the aggregate floor area of all floors exceeds 10,000 square feet. DCCEPTIONS: (i) Where a four-hour rated area separation wall with no openings or penetrations therein has been constructed such that no aggregate floor area between such walls exceeds 10,000 square feet. (ii) Where a sprinkler system has been approved and installed according to the Carlsbad Fire Department Standards for Residential Sprinkler Systems. This shall apply only to residential occupancies of Type V construction and the sprinkler system does not qualify the buildings for the area increase or substitutions cited in Chapter 5 of this building code. If, however, a "standard" sprinkler system is installed, the area increase or substitutions cited in Chapter 5 of the UBC may be used. (iii) In residential occupancies of Type V construction, "two adjacent two-hour rated fire walls, with no openings, except one approved penetration for utilities, will be permitted. The walls must conform to all provisions of themost recently adopted Uniform Building Code and be approved by the Building Official and the Fire Chief". (iv) Four hour area separation walls provided to allow omission of sprinklers are not required to have parapets and extensions as required per UBC Section 505(e). However, when such four hour walls serve a dual purpose, i.e., are also used as an area separation wall for building code purposes, all requirements of UBC Section 505(e) apply. These specific requirements may be based on the hourly rating required of the wall based on the UBC rather than the four hour wall rating. The Fire Department has ruled, and the building official has concurred, that a planned unit development, with property lines between (R-3) must conform to the 10,000 sq. ft. sprinkler ordinance, even though each unit has two 1-hour walls on each side of the property line. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No.8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present of future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). P. & T. valves cannot drain to an upright sink basin; they must drain to floor drain, floor sink or to the outside. (Nemo 2/2/83) Show fans are duct type; City permit ductless fans. Policy does not The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. Note horizontal feeders in multiple occupancy combustible frame dwellings, except duplexes, shall be installed underground or outside the building unless approved by the Building Official (City Policy 84-37). UFER ground is required (City Policy). Show the ampere rating of the electrical service. Romex is not permitted buildings. in industrial No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. 319. Type NM and Type NMC may be used in ' residential construction not exceeding two stories and three story residential structures if the Building Official approves. 340) Provide single line if service exceeds 200 amps. 341 J Electrical sub-panels cannot be in concealed locations (City Policy 80-10). f 342.1 Condominium units, either R-l or postage stamp R-3's, less than 1,000 sq. ft. must have minimum 60 amp service and those over 1,000 sq. ft. must have minimum 100 amp service (City Policy 83-33). 3. Provide details of roof drains to show compliance with City Policy 84-35. All structures covering. require fire retardant roof 12/17/87 19 In other than single family dwellings, wood beams supporting more than one floor or one roof in a fire-rated floor ceiling assembly must be individually protected per NRB-250, or be changed to steel protected per Table 43-A, or may be fire retardant treated heavy timber of glu'lam, or the area can be sprinklered in lieu of the fire rating (Memo 12/6/83). In Type V-lhr provide one-hour construction on the structural beams and columns supporting the exit system. \3P-Q IdftLL LlL)£ A —£>Mht*J ni) Floor drains must have auto-prime (City /la. £ ' OP ^St-tir^n. UJfiLL. #1 fine. £ HT. 9 Policy). <LAt£$, LJUir A 348J Polybutylene and C.P.C.V. piping for residential hot or cold water piping is not (g^VJ LttJlT A permitted (City Policy; Memo 1/26/82). For R-l occupancy City Ordinance 9792 requires single car garages have minimum clear area 12x20; double garage needs minimum 20x20. No washing machines, etc. in clear space. [350.1 See additional corrections, or remarks, on attached sheet. 7-^ . . AC.ALCS. AtAlft? The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite &-££&$ Kg'felttfrJ££b TO 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. Ihank you. Enclosures: 12/17/87 20 TITLE 24; DISABLED ACCESS REGULATIONS APARTMENT CHECK LIST AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. (T)GENERAL (SEC 2-1213 fc 2-IOWb>9 Aurssihilux adaptability rro,uirrmrni< lor ihr ph\si- calls haudii up|«-d shall apply l<> alt ajwiriinrm houso. containing (5) or niurr units. F.xirpiions iirr nimlo- minium*, i n-ops. townhomes. and unm with a path of iravrl ID the- primary tiurjrui excmling a U&slopr. ;Rrgulaiiims rruuirr an rxprndiiurr of J.—/7v ix-r nun lur.. unils for this projm. Urgul.itions jrr appluablr when ihr ptiinarv entrance is lest than 161 Im above gradr or less than c\) fret brlow gradr. B-ltf ALKS AND SIDEWALKS (SEC 2-3323) Walks and sidrwalki> shall have a continuous common surfarr. mn interrupted by steps or by abrupt changes in Irvrl rxi mling': inch, and shall br a minimum of 48 ^^^ inches in wulth. r2j Surlatrs with a slo|ir of loss than 6 (irrrrni gradient^•^ shall br al least as slip-rrsisiani as thai described as a __ mrdiiiin sultrd finish. (T) Surfaces with a slopr of 6 percent gradient or greater ^T shall br slip-rrsisiant. HJ Surfarr cross slope* shall not exceed '. inch per foot. ($) Walks, sidewalks and pedestrian ways shall be frit of >-' gratings whenever possible. For gratings located in the surfarr ol any of these areas, grid openings in gratings _. shall be limited to 'i inch in the direction of traffic flow. (6J Whrn ihr slopr in ihr direction erf travrl of any walk ^^ exceeds 6*i it shall <omply with tlie provisions for _. Pedestrian Ramps. (T.) Abrupt i hangcs in level along any a< cessiblr mute shall ^^ not exceed': im h. When changes in level do occur, they shall be beveled with asloprnogieater than 1:2 except that Irvrl changes mn exceeding '4 inch may br vertical. Whrn changes in levels greater than S inch are necessary • they shall comply with the requirements for curb ^_ ramps. (&) Walks shall be provided with a level area not less than 60 inches by 60 inches al a door or gate that swings toward ihr walk, and not less than 60 inches by 60 inches when the door swings onto the landing, and not less than -18 inches witle by 4-1 indies deep at a door or gate that swings away from the walk. Such walks shall extend 2-1 inches to the side of the strike edge of a door or _. gate that swings toward the walk. (M All walks with continuous gradients shall have level ^^ areas at least 5 feet in length at intervals of at least every •100 fm. (^HAZARDS (SEC 2-3324) tj Wainmnf urbv Abrupt changes in level, except brtwren a walk or sidewalk and an adjacrm street or driveway, extrediiig I inrhn in a vertical diinrnsion. such as al planters or fountains Uxaird in or adjacrnt to walks, sidewalks, or iMhrr (x-dt-sirian ways, shall br idrntifinj by <inl» projrc ting .11 Irasl 6 im Im in height above ihr walk or sidewalk siirlacr 10 warn ihr blind irf a poirntial drop oil. Whrn a guardrail or handrail <\ providrd. no curb is ret niirtil vvhrit a gtiidrrail i* provided irnirrrd 3im hcs I pint ni tnmiM onr inch ralmvr ihr surfarr of the walk or sidewalk: thr walk is5 pttmtlnr Irss gradirnior no ailjai em ha/aid rxisiv 'L Ovrthamming Oltsiiui lions: Any olistnu lions, that f ovrrhanusa |mlrsirian's way shall bra minimum ol 80 im hrs jlxiu-ihe walking >mljie.i» incasutiil fioni the IKHKHII nl ilie ol>sinu lion. MPS {.SEC. 2-330C)s)o|ie of a lamp slull not r\<ml I in 12. Tin- lop I.indiums on a lamp intisi IK- at least HO im lies in '£\ Tlir top landing shall rxirnd mn Irss than 2-1 im-hrs ^ br»<HMl tUr urikr s«dv of ilir door at rxirrior ramp* ai»d IK inches ai imrriot ramps, (y The boitoin landing "hall br not les» ihan 72 inrhrs (7^ Inlrrmrdiair landings shall br provided al mrn» ami ^**^ whenevrr ihr < hanyr in Irvel rxcirds 30 im hev (1y Inirnnediair landuiK '»' Mraighi ramps shall liavr a ^ drpih ol noi Irss ihan n'-O". Inirrtmtliatr landings IHI ramps i hat turn grraier ihan SOdrgrm shall h«- mn Irss ilum ii lin in depth. Rain|» sluill l>r tun Ic-ss than I Irrt witlr. Ramps serving a primary entnuii r lor an m <-ii|Kim loud nf SOU 01 morr shall br i»»l less ihan -t Inn wide. Handrails shall br plat ed on r* h side irf I'M h ramp and shall rxirnd 12 im hrs beyond ihr lop and IxHiom of ihr ramp and 30 • 3-1 inclu-s high. (T^ Surfaces of ramps shall br slip resistant. tL STAIRWAYS (SEC 2-3305) / I. Stairway treads must be slip-resistant with smooth, rounded or beveled rdgrs. and no abrupt edges al the nrwe. The upper approach to a stairway and al I stairway treads outside a building are to be marked by a strip of clearly contrasting color, at least 2 inches wide la painted strip u tcctpicblci. Tht strip is to be placed parallel 10 and not more than one inch from the nose of the step <a landing. The strip material must be at least as slip-resistant as lite other stair treads. 2-S305(rxs) 2. The nosing should not project more than I <i inches past (he face of ihr riser below, and the risers should be solid enough to prevent objects larger than 'i inch from passing through them. 2-3305)s) 3. Stairways must have handrails on both sides. Private stairways 30 inches or less in height may have handrails on one side only. 2-3305(j) 4. Stairways serving one dwelling unit in an apartment house are allowed to have only one handrail: but if the stairway is oprn on onr or both sides, handrail s are to be provided on the oprn side)si. 2-33051 j» i. Other stairways must have handrails on both sides. A stairway more ihan 88 inches wide must have at least one intermediate handrail for each 88 inches of requirrd width. Intermediate handrails shall be spaced at approximately equal intervals along the entire length of the stairway. 2-3303ij > 6. Handrails must be continuous for the full length of the stairway. The handrail must be 30 to 3-1 inches above the nosing of the treads, and extend at least 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. Thr handrail must be returned or end in nrwrl |x*sts or safety terminals. If the extension of the handrail in ihr direction of the stair run en-airs a ha/ard. ihr rxirnsion must br madr at right anglrs 10 ihr fare of ihr returning wall. Where the stairs arr continuous from landing to landing, the innrrrail must br continuous, but nerd not exirnd into the landing. Handrails piojnting from a wall arr 10 be al least IS inches from ilir wall. "Ilir rail's handgrip must be betwrrn I't 10 2 im hrs widr. or ihr shape must supply an rt|iiivaleiu smooth gripping surlair with no sharpcornels. IJ-] [Sj If a iloor swings onio a lop landing ihr landing ilepih slull IM- mil less ihan 12 im lies plus ihr uidlli ol lllr _^ door. [f\ The lop l.itiilint: sliall h.nr a width not Ins than its ^ uc|xh. ENTRY WAYS /. A|>|>li<alilr |irimai\ rmrumrs 10 buildings are to br / w(rk>ililrloihr|>hysi<all) liamlii appttl. If ihr primaryrntraiHrsarriHillM-iiii(iisrtlb> ilu-disalili-dorihrirusr is rrsliii utl. ihr rniraiin-s wlm h arr bring substituird must l>r inj«U-.«i rssililr loaiidiisahli-by ilir physiiallv ~. hamli. ap|«l '.'-JWIIini (i) Kvt-ry piimait cnuaiHi- .ntd imlisitlual li\iog a<c«Mn- irMHlalion slull havr a iP»>f bu/irr. brll. ihiinr or rt|uivaU-nl. 2-t2i 102285 / J p /9. In X APARTMENT CHECK LIST DISABLED ACCESS REGULATIONS EKTRY WAYS (CONTINUED)Rn r\w<! iloomui* IIIIIM hi- .nlrqujirlv jnrhitrrd I" prrveni inirrlrtfinr wuli wlui-li hair irjllic. 2-3JOIim) tvrrv rit|uiml I-MI IIIIIM !«• larjir rnoinfh in permtl a ilixir.il lt-a«i l In IT IITI wulr ami MX Im. right IIH hrs lun'l t'.\u il'"«» shall o|x-n .11 Irast IX) dncriv*. and provulr .1 1 lr.it wiilili nl .11 IraM .'I'.' incites. 2-3303(e) The floor or l.nulini; \liall briiomorrihati 'jinch lower tlian ihciloorwa\ ihri-shold. Change* in level between U iix h :nul ': mi h imin be brvrlnl. with .1 slope no greater iruiii M)V A ramp must be provided if ihr change in Irvel is jfrr.iier ilun S inch. 2-3306(0 A level . rli-n -irea is to be rir.ncd on each side of an rxil d«x>r. Thearr.i should beat Ir.iii»i0 inches in thedirec- lit in of ihr ilixir swini;. jml II inches in I he opposite diriviion of I In* door swmi;. .is measured at right angles Ui ihr iliHit in its<'lo»ed |x»uion. 2-3303* i I The width of this li-vrl area mu>i extend 2-1 inrhn pun ihr Mrikt- edyjr of thedixtr for thecxicrior door, and 18 imho past thr itrike nljp* lor interior doors. 2-3303(i) In individual apurnnrm hotisr units. the level arra must br I -I inrhrs IOIIK. both in ihr direction, and opjxtsitc il» direction, of the door swing. as measured at right an.nlrs to the plane of thr dixir in its closed mition. 2-3303( i I n apartments. privair garages ami sheds. where a door n|>rn» over a landing. the landing should be as Ion;; ai ihr door width. Screm doors and siorm doors may swing ovrr -.lairs, Thr landing doesn't have to br as long; at the vrern dcxirt and storm doors, but should be as long as the door width. 2-3303 J(i) The spac e net wren two consecutive door openings in a vestibule, serving other llun a required exit stairway. must have at least 48 inrhn of clear spore from any door isprnitiK into ihr vestibulr when the door is positioned ji 90degrrrs from its rinsed position. Doors in a vrii~> must swing either in the same direction or away from the space between the doors. 2-330lii| Exit doors must open from the inside without a key. or any special knowledge or effort. Exit doors from buildings or rooms serving 10 or fewer occupants may have a night latch, dead bolt, or security chain, as long « the doors can still be opened from the inside without a key, special knowledge or effort. In addition, these devices are not 10 be mounted more than -18 inches above the floor. Manually operated edge bolts, surface- mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and automatic flush bolts are used, the door leaf with the flush bolt must have no doorknob or surface-mounted hardware. The unlatching of any leaf must not require more than one rration. 2-3303(cj nd activated door opening hardware is to be between SO and 44 inches above the floor. Latching and locking doors that are hand activated, and in a path of travel should have lever type hardware, panic bars, push-pull activating bars, or other hardware thai provides passage without grasping the hardware. DOOM to individual units must operate similarly, except that when the bull and unlatching operation is performed with a kry from the corridor or exterior vide of the door, large bow keys 12 iatli full bow or I'* inch half buu-i must be provided instead of lever ivpr hardware on the corridor side. Separate dead lock ai tivaiion on ihr room side of cor- ridor doors must have a Irvrr handle or largr thumb turn in an easily reached lorjtion. 2-J305(c| Exit door hardware nerds to br an approved type tested in aciorilanie with the procedure* established by State Kire Marshal Standards 33.2 and 33.3. 2-3303(1) ' Maximum elfori to operate doors must not exceed 8.5 |>ounds for exterior doors and 5 pounds for inirrior doorv This maximum effort in measured as the amount of push in pull applied ai right arises 10 hinged doors. and ui the c enter plane of sliding or folding doors. Compensating drvites or automatic dour openers may br UM-0 10 inert these standards. When fire doors Ji'- rei|unnl. ihr inaxmiim effort 10 operate the door rru\ be im rr.ivd up 10 l'» pounds. 2-3303(1) Thr Ixiiioin III unties of all dcxHs. exiept automatic and sliding ilmirv must have a \moolh. unintrrrupird surfair lo alloi* the diMir lo lie oprrwd by a wherlihair fooiieM without rauhing on or trapping ihr wheel- chair. 2-31031 mi . If. / PAGE 2 CORRIDORS 1. Every corridor serving 10 or morr oceupanu must be at least 44 inches wide. All corridor] within aiMmneni house units are to be at least 36 inches wide. 'j-3304(l>i 2. Corridors over 200 feet long require: I'-SSP4.;!., (a) A minimum dear width of 60 inches: or (b) At a central location, a wheelchair turning or pass- ing alcove thai is at Irast t>0 inches bv 60 inches: or (c) At a central lixauon. an intervening cross or trr corridor, at Irast -14 inches wide: or ,. (d) A door at a central location. U1NSIDE THE APARTMENT UNIT - GENERAL JT. Every entry, opening or pasvigr door of ihr apartment must have a minimum clear opening of 32 inches when ©the door is in a fully open position. 2-12l3(a) Switches: The center of the grip of the operating han- dle of switches used in control lighting and rrrrptable outlets, appliances, or cooling, healing, and ventilat- ing equipment must be between three and four fret ^. above thr floor. 3-380-i (S. jElectrical Outlets: The center of 15-. 20-. and JO- ^—'ampere electrical outlets must be installed at least 12 inches above the floor. This requirement does not applv to electrical outlets installed as a part of permanently installed baseboard heaters, outlets required in areas adjacent to sliding panels or walls, or other electrical- convenience floor outlets. The requirement aim >!isrv not apply to baseboard electrical outlets used in mov- able partitions, or in walls with windows. V2IO-2A !ENS(2-1212(b) I.) The design and construction of all (.'-shaped km hem must provide a minimum clear space of rtO tmhnt bet ween cabinet fronts.counters.or walls. A minimum clear space of 48 inches is required for all other kitchen designs. f 2. J Counter tops at least 30 inches nerd to be provided lor the kitchen sink. At least 30 inches shall be provided for a work space. Both the sink and work space counter areas shall be designed to enable repositioning to t minimum height of 28 inches. The sink and work sur- face counter areas may be a single integral unit or . separate components. ( 3. J Cabinets located directly under sink and work area N-"7 counters designed (or repositioning must be removable ®io accommodate wheelchair clearance. The sides and back of adjacent cabinets, which may become exposed to moisture or food handling when a counteriop is lowered, are to be constructed of durable nonabsorbent materials appropriate for such uses.Install finished flooring on the floor beneath such ©countertop. Stone, cultured stone, and tiled coumeriops may be _ uifd without meeting ihrv repositioning requirements. l&yLower shelving and/or drawer space must be provided 'at a height of no more than 48 inches. &ATHROOMS (2-1213.2-171 Land 5-1 MM) Bathroom entrance doorways need an 18 inch clear space from the side of the door's latch edge on the swing side. At least 48 inches along the side of a bathtub or bathtub- shower is needed for maneuvering a wheelchai r and fur transferring to and from the bathing facilities. This space may include the maneuvrrable arra under the ©lavatory. The toilet can br located in a space 36 inches in clear width, as long as 48 inches of clear space is provided infrom of the toilet. .Space may include maneuvrrable space under a sink designed so as not to impede ai ens. Doors must not infringe on these clearances. 4. Walls within shower areas require a smooth, hard. ' noiubsorbeni surface tuch as Portland ci-mrnt. con- crete, ceramic tile or other approved matrrial. extend- ing up the walls at least 70 inches above ihr drain. Materials oilier than structural elements used in swh i walls should br impervious lo moisture. 5. Doors and panels of shower and bathtub enclosures are / lo be constructed from approved ihaiier-reusiaitl materials. Clj/ini; used in doors and panels of showers and bathtubs must br fully tempered, laminated ufrty glass or approved plastic. APARTMENT CHECK LIST DISABLED ACCESS REGULATIONS J. BATHROOMS (CONTINUED) When glass is used, it u to be at least S inch thick when fully tempered, or K inch when laminated, and must pass the test requirements of UBC Standard No. 54-2. Plastic used in doors and panels of showers and bathtub enclosures shall be shatter-resistant. Hingetl shower doors must open outward. Compartment showers must be 42 inches wide and 48 inches deep with an entrance opening of 36 inches. When a threshold It recessed drop) is used, it shall be a maximum of S inch in height and have a beveled or sloped angle not exceeding 45 degrees from horizontal. The shower floor needs to slope toward the rear to a drain located within 6 inches of the rear wall. IA clear floor space 30 inches by 48 inches must be provided in front of a lavatory. This space is to adjoin or overlap an accessible route and shall extend into knee and toe space underneath the lavatory. The lavatory must be mounted with a clearance of at least 29 inchrs from the floor to the bottom of the apron with knee clearance under the front lip extending a minimum of 30 inches in width with 8 inches min- imum depth at the top. Toe clearance is the same width and must be a minimum of 9 inches from the floor and a minimum of 17 inches deep from the front of the lavatory. ADDITIONAL COMMENTS: PAGE 3 Faucet controls are to be operable with one hand and require no more than 5 Ibs. of force to activate. Exam- ples of acceptable designs are lever-operated and push- type controlled mechanisms. Crab bars do not need to be provided. However, sup- port backing must be built in accordance with grab bar height and length requirements to allow (or future installation of grab ban. Support backing needs to be placed on each side, or on one side and the back of the toilet. JJ inches above and parallel to the floor. Support backing at the side shall be at least 42 inches long, with the front end 24 inches in front of the toilet. Support backing at the back must be at least 3£ inches long. Should the builder install grab ban. the diameter or width of the gripping surface is to be IV to IS inches, or the shape must provide an equivalent gripping surface. When grab bars are mounted adjacent to a wall, the space between the wall and the grab ban is to be 1M The structural strength of grab ban. tub and shower seats, fastenen and mounting devices must withstand at least 250 pounds of lateral load. Crab bars can not rotate within their fittings. A grab bar and any wall or surface adjacent to it must be tree of anr sharp or abrasive elements. Edges must have a minimum radius of it inch. DOCUMENTATION OF DISABLED ADAPTABILITY/ACCESSIBILITY COMPLIANCE FOR APARTMENT BUILDINGS JURISDICTION: _ (LfTJ PLAN CHECK NO: 8$ SITE ADDRESS: OWNER : 1. Number of Apartment Buildings (3 or more units) on site _ 2. Total number of Apartment Dwelling units on site _ 3. Number of accessible dwelling units (i.e. on ground floor or by ramp or elevator) Unless all accessible dwelling units fully comply with the disabled access regulations, the required expenditure = $793.00 x number of accessible dwelling units The following are some items which can be used for the sum on line 84 above. The costs must be differential ones (i.e., the difference between the cost of the item listed and the cost of that which would have otherwise been installed). Differential Cost Part I: Site or outside of dwelling units: a. Increased sidewalk width: b. Ramps vs. stairs: c. Other (specify): Subtotal Part II: Dwelling units: a. Door buzzer, or chime: b. Door size within dwelling unit ( doors x $ each): c. Lever hardware for doors ( doors x $ each): d. Backing for grab bars: e. Adjustible kitchen cabinetry: f. Other (specify): Subtotal Total from Parts I and II *************************************************************** The estimated additional construction costs for compliance with Title 24 handicapped adaptability/accessibility requirements are, to the best of my knowledge, correct and the proposed adaptability/accessibility features comply with the spirit and intent of the regulations: Date signature CA. License No. Designer of Record 01/27/88 Prepared by« CITY OP CARLSBAD VALUATION AND PLAN CHECK F£5 Bldg. Dept. Esgil PLAN CHECK NO. ffl? - BUILDING ADDRESS . APPLICANT/CONTACT BUILDING OCCUPANCY __ TYPE OF CONSTRUCTION (LAfid^A PHONE NO. DESIGNER PHONE VlJ CONTRACTOR PHONE '. ft BUILDING PORTION flPflfiTMeirr* D&(LJ<t> ]&T&)(t<* • Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 70730 ^ 366» " VALUATION MULTIPLIER SKOD 9.^£> . . • • @ 0 e VALUE /*// &,/0. 3 V-77 f L>/f.aS7. Building Pernit Fee $. Plan Check Fee j COM HEHT58 SHEET / OF 12/87 Prepared CITY OF CARLSBAD VALUATTON AND PLAN CHECK ?Z£ n Bldg. Dep' O Esgil PLAN CHSCK NO. 8JP • BUILDING ADDRESS ,3 a APPLICANT/CONTACT BUILDING OCCUPANCY TYPE OF CONSTRUCTION VtJ PHONE NO. fir).DESIGNER PHONE CONTRACTOR PHONE . A BUILDING PORTION ftPftfttmet)T<* Aecjt<*/<TA>tL< ' • Air ConditioningCommercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 7£tfP Hi? VALUATION MULTIPLIER fSntib 9.tt . . • • e 0 - e VALUE y</7A^>. .^9 7 A VSI. 307. Building Permit fee $. Plan Check fee $ COM MPMTS.p-ne. 3. DUPucftre SHEET OF 12/87 Prepared "by« CITY OP CARLSBAD VALUATION AND PLAN CHECK FES PIAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCC\PANCY __ TYPE 0? CONSTRUCTION ft) PHONE NO. DESIGNER PtfbNE CONTRACTOR PHONE BUILDING PORTION\ ^/^fre. GjfilAGe • • Air Conditioning Commercial Residential Res. or Comra. Fire Sprinklers Total Value BUILDING AREA \ /^>V^ \ \ \ \ \ / \ / \ / X / \ / \ / / / / / / VALUATION MULTIPLIER J9.A& // / / . • • \ \ \ & \ 0 . \ 9 \ VALUE / ' y-77«^ • 777^^2 Building Permit ft. $/ Plan Check Fee $I COM HTMTSt fit=-nuff?p fee" SHEET OF 12/87 Prepared "byt PLAN CHECK NO. BUILDING ADDRESS Jafrx- CITY OP CAW.SBAD VALUATION AND ?LAN CHECK ?IE ^v» b»\> n Bldg. Dep- D Esgil APPLfeANT/CONTACT BUILDINC\OCCUPANCY ft) TYPE 0? CONSTRUCTION &C&6 TYP? n VI) PHONE NO. DESIGNER/PHONE CONTRACTOR PHONE BUILDIHC PORTION ^ Cfl£- (?7fliaA6£'N • Air ConditioningCommercial Residential Res. or Comra. > Fire Sprinklers / Total Value / BUILDING AREA \ 193 \ \ \ / \ / Y / \ / / / / / / / / / VALUA/ION MULTIPLIER /7 /V} / / . • \ \ \ \ \ \ § 9 • e VALUE /33/£> • \ \ \ \ y^5^/^\ Building Per.it f^« $. Plan Check Ttt CON HCHTSt SHEET 12/87 7 2560 ORION WAY <CUlP 01 VUaUSUdU CARLSBAD, CA 92008 FIRE DEPARTMENT TELEPHONE HR£ DEPAf*™EN' (619) 931-2121 PLAN CHECK REPORT PROJECT Ail Cf\ ulE Ui€ UJ A f/\fltit~> /^ADDRESS .23£> /* 23^S^ fA & PAGE 1 OF J_ APPROVED v/ DISAPPROVED PLAN CHECK* 'A/ A A My A-/ ARCHITECT M/^ L<. (^AL*0<? l"> ADDRESS ^Ae^iVU> PHONE 7i3^ "^/ OWNFRL • nf\f>Af.'£/\L- ^STXVTErjS AnnRFRR ^/W-, 7i/<x<L 25 PHONE Hf^/' 9^ < oncAiPANnv K 1 r.ntasT ^^^ THTAI so. FT. STORIES "^rkJ 6> -dsPRINKLERED n TENANT IMP. ^5 bV APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: i^- 5. 6. 7. PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: -S P^L i M K I fc> I "3 STIDvi S / /^ f u ATt" fi £ C St. /- Permits are required fo^ the Installation of all fire protection systems^iprJnJtew? stand pipes, dry chemical, halon, COi, alarms/piydraDts).' Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: _ . -^ d -^ ^Automatic fire sprinklers (Design Criteria: U\<=ji^ I MA-zAf? U H->- O Dry Chemical, Halon, COa (Location: .u • / D Stand Pipes (Type: _ >. . . _ - /..i ^ ->f-A I D Fire Alarm (Type/Location: _ Fire Extinguisher Requirements: SB. One 2A rated ABC extinguisher for each ' extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of Sq. ft. or portion thereof with a travel distance to the nearest to be located: _ D Other:. 8. Additional fire hydrant(s) shall be provided. EXITS 9. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 10. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors _ _ • _ _ - 11. EXIT signs (6" x 3A" letters) shall be placed over all required exits and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL 12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. 13. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet In height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. 14. Additional Requirements.)/P T £ £6Mr CA S1E\ 15. Comply with regulations on attached sheet(s). Report mailed to architect Met with Attach to Plans D Date: ENGINEERING CHECKLIST LEGEND Plan Check No. Project Address: 23&I-2345 Project Name: Aucavre \/l£u Field Check Date:1,2,3 By: Item Complete Item Incomplete - Needs Your Action Number in circle indicates plancheck number that deficiency was identified LEGAL REQUIREMENTS Site Plan 1. 2. 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, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. 4. Provide legal description of property. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE >?.86. 16 • 7. Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. / BEES REQUIRED 10. Park-in-Lieu fees required. Quadrant: , Fee Per Unit: 11. Traffic impact fee required. Fee Per Unit: fypl** ,Total Fee: 12. Bridge and Thoroughfare fee required. Fee Per Unit: ^Sib^ , Total Fee: r Total Fee: - "" 13. Public facilities fee required. 14. Facilities management fee required. Fee: 2-l~ft*tO 15. Additional EDU's required: Sewer connection fee: — / C, \/JQ - 16. Sewer lateral required: Sewer permit no REMARKS: O.K. to issue: If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. ^^ a. <0a W V CO •0V <B OL Sf , > <D ^^(0a CQ •a 4) .2 a> a: <o nQ CQ T34) 0) 4)ct: •- <N ro=«= ^* =«= u o uo. o. a. Plan Check No. PLANNING CHECKLIST Address Z36I-2&5 \/Jf)Y Type of Project and Use 7*t F*ffWtn5 Zone <?P-N ^^ VtEui Setback: Front Facilities Management Zone School District: San Dieguito Use Allowed? YES JX\ Side Rear Co Encinitas NO Carlsbad Discretionary Action Required Environmental Required Landscape Plan Required Comments San Marcos D\ YES $ YES _^ YES ^V NO ^ NO NO Type SOP S^~- Coastal Permit Required Additional Comments •L YES NO OK TO ISSU /?. lG I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PLANNING COMMISSION RESOLUTION NO. 2516 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, RECOMMENDING APPROVAL OF SITE DEVELOPMENT PLAN NO. 85-11, TO DEVELOP A 74-UNIT APARTMENT PROJECT ON PROPERTY GENERALLY LOCATED ON THE WEST SIDE OF ALTISMA WAY BETWEEN CARINGA WAY AND ALICANTE ROAD. APPLICANT: ALICANTE VIEW APARTMENTS CASE NO.; SDP 85-11 WHEREAS, a verified application has been filed with the Cit of Carlsbad, and referred to the Planning Commission; and WHEREAS, said verified application constitutes a request as provided by Title 21 of the Carlsbad Municipal Code; and WHEREAS, pursuant to the provisions of the Municipal Code, the Planning Commission on the 11th of December, 1985, the 8th of January 1986 and the 23rd of April 1986, considered said request on property described as: Lots 229, 230, 231, 232 of Map No. 6730, dated September 8, 1970, City of Carlsbad, County of San Diego. WHEREAS, at said hearing, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be {heard, said Commission considered all factors relating to Site Development Plan No. 85-11. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning Commission of the City of Carlsbad as follows: A) That the above recitations are true and correct. B) That based on the evidence presented at the hearing, the Commission recommends APPROVAL of SDP 85-11, based on the following findings and subject to the following conditions: Findings; 1) The project is consistent with the City's General Plan since the proposed density of 14.4 du's/acre is within the density range of 8 - 15 du's/acre specified for the site as indicated on the Land Use Element of the General Plan. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2) The site is physically suitable for the type and density of th development since the site is adequate in size and shape to accommodate residential development at the density proposed. 3) The project is consistent with all City public facility pol- icies and ordinances since: a) The Planning Commission has, by inclusion of an appropriate condition to this project, ensured building permits will not be issued for the project unless the City Engineer determines that sewer service is available, and building cannot occur within the project unless sewer service remains available, and the Planning Commission is satisfied that the requirements of the Public Facilities Element of the General Plan have been met insofar as they apply to sewer service for this project. b) The San Marcos School District has written a letter, dated October 23, 1985, stating that school facilities will be available to this project. c) The applicant has agreed and is required by the inclusion of an appropriate condition to pay a public facilities fee Performance of that contract and payment of the fee will enable this body to find that public facilities will be available concurrent with need as required by the General Plan. d) Assurances have been given that adequate sewer for the project will be provided by the City of Carlsbad. The proposed project is compatible with the surrounding future land uses since surrounding properties are designated for residential development on the General Plan. This project will not cause any significant environmental impacts and a Negative Declaration has been issued by the Land Use Planning Manager on November 2, 1985 and recommended for approval by the Planning Commission on April 23, 1986. This project requires the construction of the improvements or facilities listed in the conditions of approval or the payment of fees in lieu of construction. This project creates a direc need for the improvements or facilities for the reasons stated in the staff report. If the improvements or facilities are no provided the project will create an unmitigated burden on existing improvements and facilities. Further, the improvements and facilities are necessary to provide safe, adequate and appropriate service to future residents of the project consistent with City goals, policies and plans. -2- 4) 5) 6) PC RESO NO. 2516 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Conditions; 1) Approval is granted for SDP 85-11, as shown on Exhibits "A" - 2) 3) 4) 5) 6) 7) 8) 'H'dated July 25, 1985, incorporated by reference and on file in the Planning Department. Development shall occur substantially as shown unless otherwise noted in these i conditions. : This project is approved upon the express condition that i building permits will not be issued for development of the subject property unless the City Engineer determines that sewerr facilities are available at the time of application for such j sewer permits and will continue to be available until time of occupancy. This project is approved upon the express condition that the applicant shall pay a public facilities fee as required by Council Policy No. 17, dated April 2, 1982, on file with the City Clerk and incorporated herein by reference, and according to the agreement executed by the applicant for payment of said fee, a copy of that agreement, dated October 24, 1985, is on file with the City Clerk and incorporated herein by reference. If said fee is not paid as promised, this application will not be consistent with the General Plan and approval for this project shall be void. The applicant shall provide school fees to mitigate conditions of overcrowding as part of building permit application. These fees shall be based on the fee schedule in effect at the time of building permit application. Approval of this request shall not excuse compliance with all sections of the Zoning Ordinance and all other applicable City ordinances in effect at time of building permit issuance. This approval shall become null and void if building permits are not issued for this project within one year from the date of project approval. Water shall be provided to this project pursuant to the Water Service agreement between the City of Carlsbad and the Costa • Real Water District, dated May 25, 1983. ! i The applicant shall prepare a 24" x 36" reproducible mylar of \ the final site plan incorporating the conditions contained j herein. Said site plan shall be submitted to and approved by j the Planning Director prior to the issuance of building j permits. jI The applicant shall prepare a detailed landscape and irrigatioii •lan which shall be submitted to and approved by the Planning I Director Prior tn fchg issuance of. gracing or building permits.! whichever occurs first. j 28 PC RESO NO. 2516 -3- 1 size. 2 1 1 ) All landscaped areas shall be maintained in a healthy and 3 4 5 shall be approved by the Planning Director. 6 13) Any signs proposed for this development shall be designed in conformance with the City's Sign Ordinance and shall requirei CO) •A ng/Tr^view and approval of the Planning Director prior to \Y^ installation of such signs. 14) Tirash receptacle areas shall be enclosed by a six-foot high 7 8 9 'inasonry wall with gates pursuant to City standards. Location 10 Director. 11 15) All roof appurtenances, including air conditioners, shall be 12 13 » •> — — — the Planning and Building Directors. 14 16) Building identification and/or addresses shall be placed on all 15 16 17 18 19 20 21 22 23 24 25 26 27 28 All parking lot trees shall be a minimum of 15 gallons in thriving condition, free from weeds, trash, and debris. 12) Heavy landscaping shall be installed at carport locations as dicated on Exhibit "C", dated July 25, 1985. The landscapinc provide a view obscuring screen to shield parked cars anc /\ oonasonry wa w gaes pursuan o y sanars. \Y of said receptacles shall be approved by the Planning • r\ J «»« M j. .«. ••• architecturally integrated and concealed from view and the buffered from adjacent properties and streets, pursuant to Building Department Policy No. 80-6, to the satisfaction of new and existing buildings so as to be plainly visible from the street or access road; color of identification and/or addresse^ shall contrast to their background color. ' 1 7) ftjrior to occupancy of any units, the applicant shall construct f\r a directory sign at the entrance to the project. The design off v this sign shall be approved by the Planning Director. j I 18) If any condition for construction of any public improvements o4 facilities, or the payment of any fees in lieu thereof, imposed by this approval or imposed by law on this project are j challenged this approval shall be suspended as provided in Government Code Section 65913.5. If any such condition is determined to be invalid this approval shall be invalid unless the City Council determines that the project without the condition complies with all requirements of law. PC RESO NO. 2516 -4- Engineering Department; 1 19) The developer shall obtain a grading permit prior to the 2 commencement of any clearing or grading of the site. 3 20) The grading for this project is defined as "controlled grading by Section 11.06.170(a) of the Carlsbad Municipal Code. 4 Grading shall be performed under the observation of a civil engineer whose responsibility it shall be to coordinate site 5 inspection and testing to ensure compliance of the work with the approved grading plan, submit required reports to the City 6 Engineer and verify compliance with Chapter 11.06 of the Carlsbad Municipal Code. 7 21) No grading shall occur outside the limits of the project unlesjs 8 a letter of permission is obtained from the owners of the affected properties. 9 22) A separate grading plan shall be submitted and approved and a 10 separate grading permit issued for the borrow or disposal site if located within the city limits. 11 23) The developer shall regrade the slopes adjacent to Altisma Way 12 and Alicante Road (N.W. corner) to provide adequate sight distance. (P5 Std. Design Criteria) 13 24) All slopes within this project shall be no steeper than 2:1. 14 25) Prior to hauling dirt or construction materials to any propose(3 15 construction site within this project the developer shall submit to and receive approval from the City Engineer for the 16 proposed haul route. The developer shall comply with all conditions and requirements the City Engineer may impose with 17 regards to the hauling operation. 18 26) The developer shall exercise special care during the construction phase of this project to prevent any offsite 19 siltation. The developer shall provide erosion control measures and shall construct temporary desiltation/detention 20 basins of type, size and location as approved by the City Engineer. The basins and erosion control measures shall be 21 shown and specified on the grading plan and shall be constructed to the satisfaction of the City Engineer prior to 22 the start of any other grading operations. Prior to the removal of any basins or facilities so constructed the area 23 served shall be protected by additional drainage facilities, slope erosion control measures and other methods required or 24 approved by the City Engineer„ The developer shall maintain the temporary basins and erosion control measures for a period 25 of time satisfactory to the City Engineer and shall guarantee their maintenance and satisfactory performance through cash 26 deposit and bonding in amounts and types suitable to the City Engineer.27 "PC RESO NO. 2516 -5- 28" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 27) 29) 30) 31) 32) Additional drainage easements and drainage structures shall be provided or installed as may be required by the County Department of Sanitation and Flood Control or the City Engi- neer. 28) The owner of the subject property shall execute a hold harmles agreement regarding regarding drainage across the adjacent property prior to approval of any grading or building permit for this project. The developer shall make an offer of dedication to the City fo all public streets and easements required by these conditions or shown on the Site Development Plan. The offer shall be mad prior to issuance of any building permit for this project. Al land so offered shall be granted to the City free and clear of all liens and encumbrances and without cost to the City. Streets that are already public are not required to be rededicated. Improvements listed in this section shall be installed or agreed to be installed by secured agreement by the developer before the issuance of any building permit. The developer shall obtain approval of the plans from the City Engineer and pay all associated fees and performance guarantees prior to issuance of any building permit. The developer shall install said improvements to the satisfaction of the City Engineer prior to issuance of a Certificate of Occupancy or occupancy oj any portion of the project for any purpose. The improvements are: a) Sewer, water, fire protection and storm drain facilities to serve this project. b) The circulation, access and turnaround systems proposed on the site development plan for this project. Unless a standards variance has been issued, no variance from City Standards is authorized by virtue of approval of this sit plan. The developer shall construct private street accesses to publi streets in such a way as to clearly designate that the private streets are not a portion of the public street system. The developer shall place a plaque-type sign with the legend, "PRIVATE STREET BEYOND THIS POINT", at the access point to private streets from public streets. The script on the sign shown above shall be capital letters of a size and contrast such as to be readable for a normally sighted person at a distance of 20 feet. The provisions of this condition shall b met to the satisfaction of the City Engineer prior to issuance of a Certificate of Occupancy for any portion of this project. • PC RESO NO. 2516 -6- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 41) 33) The developer shall install street lights along all public and private street frontages in conformance with City of Carlsbad Standards. 34) The developer shall install street trees at the equivalent of 40-foot intervals along all public street frontages in conformance with City of Carlsbad standards. The trees shall be of a variety selected from the approved Street Tree List. 35) The developer shall install sidewalks along all public street frontages in conformance with City of Carlsbad Standards prior to occupancy of any buildings. 36) The developer shall install a stair access to Alicante Road to serve this project. These stairs shall be incorporated into the grading plans for this development. 37) The developer shall install a wheelchair ramp at the public street corner abutting the subdivision in conformance with Cit of Carlsbad Standards prior to occupancy of any buildings. 38) The developer shall comply with all the rules, regulations and design requirements of the respective sewer and water agencies regarding services to the project. 39) The design of all private streets and drainage systems shall b approved by the City Engineer prior to issuance of any grading or building permit for this project. The design of all privat streets shall conform to City of Carlsbad standards of public streets. The structural section of all private streets shall conform to City of Carlsbad Standards based on R-value tests. All private streets and drainage systems shall be inspected by the city, and the standard improvement plan check and inspection fees shall be paid prior to issuance of any buildinjg or grading permit for this project. 40) All driveways and drain systems shall be maintained by the property owner. All plans, specifications, and supporting documents for the improvements of this project shall be signed and sealed by the Engineer in responsible charge of the work. Each sheet shall be signed and sealed, except that bound documents may be signeja and sealed on their first page. Additionally the first sheet of each set of plans shall have the following certificate: PC RESO NO. 2516 -7- "DECLARATION OF RESPONSIBLE CHARGE" 1 I hereby declare that I am the Engineer of Work for this 2 project, that I have exercised responsible charge over the design of the project as defined in Section 6703 of the 3 Business and professions Code/ and that the design is consistent with current standards. 4 I understand that the check of project drawings and 5 specifications by the City of Carlsbad is confined to a review only and does not relieve me, as Engineer of Work, of my 6 responsibilities for project design. (Name, Address and Telephone of Engineering firm) 7 Firm: 8 Address: 9 City, St.: 10 Telephone: 11 BY Date: 12 (Name of Engineer) 13 R.C.E. NO. I 14 42) The developer shall provide the City with a (24" x 36") reproducible mylar copy of the site plan as approved by the 15 Planning Commission. The site plan shall reflect the conditions of approval by the City. The plan copy shall be 16 submitted to the City Engineer prior to improvement plan submittal. 17 43) Before and as a condition of obtaining a final map, or final 18 development permit or site plan approval under Title 21 of the Carlsbad Municipal Code, the subdivider shall enter into a 19 contract with the City whereby the subdivider covenants on behalf of the subdivider and subdivider*s successors in 20 interest to the following: 21 a) Not opposing and consenting to the formation of a bridge and major thoroughfare district for the southern area of 22 the City. 23 b) Payment of the bridge and major thoroughfare fee for the area of the district in which this development is 24 located. 25 c) Payment of the traffic impact fee established pursuant to Chapter 18.42 of the Carlsbad Municipal Code. 26 //// 27 //// 28 PC RESO NO. 2516 -8- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 21 22 23 24 25 26 27 28 44) Building permits for this project shall not be issued unless the applicant, as a condition of the building permit complies with the provisions of City Council and Ordinance No. 9791 or any subsequent ordinance or establishing a development management system, or public facilities financing or phasing programs as referenced in Ordinance No. 9791. Fire Department 45) Additional public and/or onsite fire hydrants shall be provided if deemed necessary by the Fire Marshal. 46) The applicant shall submit two (2) copies of a site plan showing locations of existing and proposed fire hydrants and onsite roads and drives to the Fire Marshal for approval. ! 47) An all-weather access road shall be maintained throughout ' construction. ; 48) All required fire hydrants, water mains and appurtenances shall! be operational prior to combustible building materials being located on the project site. 49) Fire retardant roofs shall be required on all structures. 50) Brush clearance shall be maintained according to the specifications contained in the City of Carlsbad Landscape Guidelines Manual. : 51) All fire alarm systems, fire hydrants, extinguishing systems, ; automatic sprinklers, and other systems pertinent to the project shall be submitted to the Fire Department for approval prior to construction. i PASSED, APPROVED AND ADOPTED at a regular meeting of the i Planning Commission of the City of Carlsbad, California, held on the 23rd day of April, 1986, by the following vote, to wit: AYES: NOES: ABSENT: Chairman Schlehuber, Commissioners: McBane, Marcus, McFadden, Holmes & Hall. None. Commissioner Smith. CLARENCE SCHLEHUBER, Chairman CARLSBAD PLANNING COMMISSION ATTEST: MICHAEL J. BOT.ZMILLER PLANNING DIRECTOR PC RESO NO. 2516 -9- *=»PR— 13 — SS» THU 11:0-4 NOVrt ENGINEERING R . 02 ENGINEERING 19339 MORRISON BTHCCT. ounc rpn, RHrnMAN OAKS CA 61100 JOB TITLE SUBJECT JOB NO. DESIGNED DATE SHEET NO, SIGNED f ARR-13-89 THUll ENGINEERING R . 03 ENGINEERING i»3as McnmsON stnFFT. suite PPO. SHERMAN f)AK6. CA nmiffl J06 TITLE AMCAiJTB- VifeU Apf*. SNJpiCtJo. SUBJECT JOB NO. 10*1 DESIGNED DATE *//»//> SHEET NO. / SIGNED SOIL. \/oUAme V) sotu A« MMAfu ay ftRR—13—S9 THU 11:05 NOVA ENGINEERING R . ENGINEERING 16339 MOHntljaN 81HCCI. BUI 1C ZOO. 3'HUMAN «AK!J, C*.91 «0fl JOB TIT« 4 J*'M AT** SUBJECT JOB NO, <?ox./ DESIGNED DATE «*/»/*» SHEET NO, 1" SIGNED 4' Af To . ( THU 1 1 : 1 3? NOVJ3 ENGINEERING P . ENGINEERING 15339 MORRISON 8TREFT. SUITE MO, SlIDHMAN OAKS. CA fl 1 (MTO JOB TITLB \Aeo JOB NO,DATE SHEET NO. SUBJECT D€SIGN£D SIGNED PL 19 1-o ARR—13 —©•» THU 11 S 1 <* NOV*=t ENGINEERING P . 02 ENGINEERINGSisasB MORRISON ST, «301. SHERMAN OAKS, CA ouoj JOB NO.DATE «//»*>> SHEET NO. SUBJECT DESIGNED SIGNED • PftAO MISC- I^AP « typ- so 773 — 13 —e-3 THU 11 105 MOVrt ENGINEERING P . 05 ENGINEERING 10338 MonniaoNSr, « 301, SHERMAN OAKS, CA»MOS JOB NO-DATE N<. SUBJECT DESIGNED"SIGNED To pef2-M&T(»(a-) . SlAtb '• AT <?> f f /I A -fsc rf * -000*51 •300 -t- 10 V 13 f Bl*nmm. * X- £•5 - -IS* —is—e^ THU 11:ee NOVA ENGINEERING R . ee. ENGINEERING t633S MORRISON ST. «30V SHERMAN OAKS, C* 9MQ9 i» SU6JECT JOB NO.DATE DESIGNED"SIGNED pt-psf 63 psf PL. ^3 psf L* to- / X x x x xx/ con X ftRR—13—e^ THU 11 :06 NOVft ENGINEERING P . ENGINEERING 1533* MORRISON ST., #301, SMSHMAN OAKS, CA 91403 .DAT SUBJECT DESIGNED SIGNED 4- fP« l/U L" I (Sv<=l V7 ff '.~ RAOUFPUR CONSULTING eNGINEERS I i Project Name: A1-·ICA~TE. \JI,c.W APT I~. Project"No: MG3 1 . j Af.i:.3.,. /.5)<.. 1,:?6J :::: 2..2.' It{~ . ''1s ..... :~. . .'~ .. 71tEG . :a'liol q of. s 2.2. J N ~( . /2.50 A~., :=; ·1.'5~ C(.31 ... .1+ IN 2 ,/5 ~.,.. .L~, 315 ~ Je>' IN 3 } '2.50 'fZ.cc>F L L.,. ko r!>r BUILDING .. • Sh~EH No: ,. o·f . 2.. - Date:. 9,-6-M .' ... . ~ , ' . I I v/ ~ RAOUFPUR CONSULTING ENGINEERS Project Name: Project No: , ' , ALIGANTE \JIEW APT'S. . Sheet No:' 2- 6603 Date: DJe::. To LOGATION ¢/' Ii eIGHT 0 F TJ{6 bUI LD/N:::;) LATE;<..AL· De5JqN fS , , I , ' .,: ,r $C(!'~' r~' [ ". 0·6'1\ I:~)( J~ F.5fxl ~ J'1 rS,f \Je-w s 11 rsrx "ix.2Co rt ~ '2(54-6 ~ 510, . :5TUCGO· I~o K , I /lrN,'_' .2.,54-6. v o .. S -Joxlo, 0 f'Lr ( I V f< -f'. s 1-fV 3.3.3 X'2. . v: ;$ 4,65/ XD,? .: I/o ru= E. ' 2~.J' .. 1""' .. ...,;.._ ..... __ . I , . M»-. LOAD/FT.:; ~ X3t F5F T /2'xIS fSf,.,? 37 fLF < 3OCo rs.-r· I . ,',- .1,. • '~"~~~----~~------~~~~------------~--~,~ .. ~~ RAQUFPUR CONSULTING, ENGINEERS Project Name: ,AI-JCAhl.TE VIE'<4 APT I~. " CLA'f TILE ,V.?-~, fJ.. rWOC}D ' . TA.U-;'1-:J Ff'...l'4G, , . . ,-. I . L.. •• L, Project No: IDf:;'F ).e;"f?F '0 f5f ;. jb f?F lw' f'~f ,,'CrE:1S11IC L":6N e;.; ~, ..,,:} ';?) I~ L.OAO~ I . ~ , I Y::l-~1, 'NT. CO'N.c . ' , 'tty/::/, rL ,WOOD MIN} LA,....1 ' FM1e=t. D.L~· L~L, , ;, ALL. ,:::.oJ L r f< •• :eE:'P~U/<..e. ': .~ooo f?F' (FE.~ t:?O,l,../Z.E.f0 A.1) ! EXt()5.L)}~"e. f/i(::.;TOP-: -.//0, .. , , , I ' I Sheet No: . I elF 1'2.. ·"~f~F '", C .. J: jl.. r'c.r·' .',' '," ,,;"'y .. .,.;., ' . , , , : ~: . ~ " _, ,.' -'~~ . i , ' ,; ~' , 4h1.·[6,F, , ; : ~ "," i '> ~ -,:;-, , 1.' -: " ~ ~. ~ ~ , . . < .. '~:: ~. r~f •• ' , J ," ,,':9:.6 f!lf _ " , '. '~ , _,' i ~, , '.' ,'!,'." . , , .-: , , " .J 1 RAOUFPUR CONSULTING EN(iJNE~R.S Rroject Name: project No: , 1. 6~4 1-"2. ::: !i25X 1S.: ", I' I) AH-2 y' o .. ( '3if:;:'F ) . .;:. (JJ:~i .' ~ .. -~ . . .' (0 I . :.¢' I . ; . ALICAJ-..tTe Y/E.W·· APi'.s ~ Sheet No; I . " , : ~.. . , . , ; t ;. j I " 6803 " ~ " -D~te: ".' .• L.J. .", •. " i' i::rWi~: ... :"', ....->-Q.:c: 4-4 # n·. _, .. .. 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" "..,.( i-i~ ~ '~~~.... ._,. ~ ... ~.. .; .. ~ ; F ·H"';+h-tl ; ; 1 ; -. -'i . Trn-,~t 1-" , .. T' ' 1:'~nT~13!tJl"/ }.+.' ; -t·, j •• ,J.-!M.;·" .!~t.!:· r ,~ t t! ; t I -~ ;" -. ~ j • f ~ ~-j-~""~-I-{' ; }' "t-", , " .' .' -.' ;.,. '''i >;"j-4=.-,-l .. ,. . .... ,.,. .. . . , : .,: ~·l--j~~.tr~bt¥~l:r ::~ {;{-:i: ... ~' pq ~. 7'P'?;>'; # ····I~· r .... t .. hl ...... . . " t·;·:; ~tt{j-l: ... T;::: :.'.). -i. t J 1 {.,. I ,'I \ " • "',;-') ::',i~:,:}!If;,mr:; j~ . " t' i.' k l-~ l f ~.~ ~ ~. f ~ j'I': ~ .. t~"r-L', -:~' i'" .-1 .-l·{' , "·hjJgq:j:r.;:'~~-; -0>"1 .. ,b..; ·F,·-i~. ~,,;.;., ... , .. .,. , . ~ , . \. . , . ~ ... . ;. " , , . , . 'RAOUFPUR CONSULTING " EN,GINJ:ERS .' ,( ':',' " ~ . , Project NQ: 6603 ", .-.- " ,~ "'~ <' .L., • ~ I, • .' , !' , ' ; - , ',I : ,'!",' • ", t' " , ,. l S . I 1 •• '" • t $hee.t No:: ' '3 ,bate: " . '-) ~ , "1 ' 'T " -'~ ',._' - :" (;:,':"~ .. :' !/ )(, _W.5, '; " t :' " RAOUFPUR CONSULTING ENGINE~RS : Proje~t Name: AL-/CANTc. VIEW A:PT~. proje.ct No: 66CJ.3 Sheet No: ,:,4- Date: ",RAOUFPUR .:' CONSULTING c ,,~NGINEERS Project Name: AL./CANTE. 'IJ15~ 'APT':=,· Project No: 66,03 Sheet ~o:'5 D!ite: , RAOUFPUR CONSULTIN~ ENGINEERS Project Name: ALICANTE. "lEW APT~. Dat~; AL/CANTE \flEW, APT'::;; RAOUFPUR CONSULTIN.G· ENGINE~RS '. 'Project No: tit' , :'! , . " .l i ,--,-. ," ! ; ,,- , ,~.~ .• ~-'1-~~~; :: ~' " -'~: -\ , .. f i '1'1 . , ' I' I ' .. r I . I' t-, -', 'I "'-, . ",' " ' .. i" , I 1--:' c-, , -; ,- ( " I , I .. }" , t-- ; \' , I '~\' ( ." .t" _ ~_ ':'\ ~ . . i,' , " ~ i,· ,-, i i ' , , . ,." r ; 'I" ' ~ .( <: i ' '-i , , , <\"'! .... I ' I ,'-! - S.h~et No:, ;-':1 Date:: RAOUFPUR CONSULTIN~ ENGINEERS Pr.QIect Name: Proi~ct Nc;>: AL.JCAN TE V/E.'Y.'J.APT/~. Da.te:,' ., . --~ .. -.-' RAOUFPUR CONSULTING " 'ENGtNEERS Project Name: ·ALICANTe VieW project No: 66C6 Sheet No: .' 9 . RAOUFPUR CONSULTING ENGINEERS Project Nanie: Al-ICANTE "leW ArT'~~ ~, • T . " , ~. l , '. , , ;f.~ Ju,·1 -f5f ,,' :-~ .. Project No: ' 06 DO ' .. 'f)..6 1 pl-F, (~6t) y.[4o'X (~f~) f to:r~t~I)J ",/1!,1 ~/3/ C3S6 ~ r'!; " ---I' - '-, , ,. " ( -. ~ ... :~) )~:e/~l'~n~ l-nAP~:. , _ '... _.j .. , , : . Sheet No: /0 Pate; _.: l r ',?:i:}: ,,'" , ,': )=~_.i·~L,: ; ; ::. ; :r; .' t ~ • ;, ", , ) , " ,.,:~'~.,; ~~~: ~~; t-~ -( < .- ;' !.. ~; -i' : '''"', -j..~"~ ~;--.. !.--, ._ '-;:.-. '_~'. _', :~_~_'f'::~~-" \ ... Ii· J J.,. J \ \(I", [(40')( <>5' X 16 fSF ) + ~ l< (3:; t"o) X 1.X/3J?F} [(4dX~'X~~ f'F) t "~.5x€:!:ioD.~xJ~_ ' l.iW~ a~lo~* t52/ !~~ # ~'6G/J2~ ~ ", .', .' . . ··~F:rWl~+f}T. " V~ /.0 X}. 53 X I X Q ,/4 X6s/ 1'L5-J '" 165Q 'of > /?>,o'=>6 =r-5e/:!>Mic.. LON> 0>111." . ..'. T&JL~:!'.l:.ATeAAl, D~'" . t ' ',RQQf , ,;xcoND , FL(;)O~ ~~/(JOO' '. ~5iJ2S . 'hI)(.. aJ ' I . , ' , ~. ~, ! " . . .~~' , , \ ,~ ::! ... -\ ' , ~.. -< :. • -',. " -~ " ,;~-:. :':. ~'.'X-r'. '~:.' . ,~::): ~-:' .' , .~ ',-. > ., ~I r. -.:~ .. (.~ ~ ';'.' : ';'}:'r+, :-,;,';". {,:-:' : ~.-,,"·1" r ,-'~ -,' :~~ -<. 'T:"'r . ;.~.~rti~.-'·,,~ J." , ' • ~" ;; "~~'" .l,<. >~~_r . , , " . ' .. -. " ,~ , , , RAOUFPUR CONSULTING ENGINEERS :-. " . Pr0ject Name: ALICANTe. . \JJE.W Project No: ~%,,_ D,5X :/:'7), ... := 1+(0, fLr L~ "'. . (BB '~ e io 2. :..? I ). , .. ~·r I . rUm' " .-""'" . ::; .I, I ' -; ", , . , I j . I ~t'< fl-:f.··.· I ~ , ' ;~.~: C).S6 ]B7} , _ = Iso 'FLr 'r'; , t5 ·'::>'t 3' t (P'\~71 ;-:/- i • '1" I .~. F '5. ,I:U:="-. R. WA L"5 ' '. " T:!CQND. l...O:::Jf4.... Ill....rlo. ..'. L. .: .. '. . ::>.' 2CSS fL.-F ; : (381-) • ", ." -; ~"" ' --I , ., .. [.1 . Date: " ',.;' : ="t--1J~e '~cit>1! rL;tw~Q::" ,I ; _: .' -t . . ~ ".': ': , : "'-; .... !' --"{. ;:- '-....... ' ~ --"~--. ~ . _.. ) t -, ':.' :. '. . . I,. l~.!,"~' . : _ ~: ,:': ',' . ~ . ',. -' .' - ! ' I , " : ' . '- , ' ,'I , -" , i ;. ~. , T , , .\ .. , i , i' ) , ;, I .' ~~ ,:-, ; , , I , , Ij ,".: ,,- I ! ", f~ { , , r ! ; " " j .' . -. " I -l ~-, , C· ! 'f" !, -, , f.-J RAOUFPUR , CONSULTING ENGINEE,RS : I ; Project Name: ,Project No: " ~ ......... , I ALICANTE. 6603 :$ Z -+ ; f'f-A" (:>.B+) , .<-, Sheet No: 12 , 9-. " t', , . , -:-~:~.-~ 'f : ; -'-,-.~ >"-1 '.'_ , ,. 1 -' -,' t -r 1 "'~' ~__ ... t \ ~_ ) Date 0.4~04-1988 TRUS JOIST CORPORATION S~leslilan's No.; xxxr.x Salesman's Name: Estimate No.: Scratch Pad Job Name: ALICANTE VIEW APARTMENTS Building Code: UBC Spel;iHer: MARK RADFORD Page Title: FB-5 Tillie 10.:59:47 RES FLOOR Stress: 100Y. Live Load: 40..0. psf Dead Load: 22.0. psf Partition: 0..0. psf Slued' Hoar Live Load Stress Width Starting Point Type UNIF 724 psf 100.7. Dead Load 398 psf 8'-10..0.0. @ 0.'-0..0.0. from LT End Rep~acing' Application Load M Mark Series Pro. Srd'. U Wdth. Dptti. T MICRO=LAMit BEAM PARA 280.0.3 1. 75x 7.2 Allow. Control: Rep o. c. Mem 12.0. N PL ' 0. V M D -DeSign, 4313 < 11034 ( , 0..430. < 7232 IbBi. LEFT end SPAN 1 under 10.0.7. stress TOTAL load 11350. 10.3i. MID SPAN 1 under 1007. stress TOTAL load 0..442 L/247 SPAN 1 under TOTAL load -----~-----~~--------A A 8'-10.0.0. Lb 1.9 2.5 1.9 2.5 LINE LOAD DEFLECT! atl D 0..275 TOTAL LOAD ON ALL MEMBERS FOR STRESS = 10.0.7. V 4996 -4996 R 4996 4996 M 110.34 0. 0. D 0..430. This design is in accordance with current TRUS JOIST CORPORATION specifications, materials and allo~able -design values for the loads and dimE!nsions shown hereon. No struduralor dillensional chec:k has been made with the designdr-awings of this building and this deSign has not tieen checked by TRUS JOIST CORPORATION Engineering. TJI and MICRO=LAH are registered trademarks of TRUS JOIST CORPORATION. T" indicates a tradellark of TRUS JOIST CORPORATION. QUllO\NG Date 04-04-1988 TRUS JOIST CORPORATION Salesman's No.: XIXIX Salesman's Name: Estimate No.: Scratch Pad Job Name: ALICANTE VIEW APARTMENTS Building Code: UBC Specifier: MARK RADFORD Page Title: FB-4 Time 10:56:01 RES FLOOR Stress: 1007. Live Load: 40.0 psf Dead Load: 22.0 psf PartHian: 0.0 psf Blued Floor Type UNIF Live Load Stress 691 psf 1007. Dead Load 380 psf 11 Hark Series -Pro. Brd. U Wdth. Dpth. 7 I1ICRO=LAH" BEAM PARA .2800 2 1.751 14 Design Allow. Control: Width Starting Point 10'-8.60 @ 0'-0.00 frail LT End Replacing Application Load Rep o.c. Hem 12.0 11 PL o V 4512 < H 15401 < D 0.204 ( 9310 2067. LEFT end SPAN 1 under 10Q:4 stress TOTAL load 26225 1707, MID SPAN 1 under 1007. stress TOTAL load 0.533 L/628 SPAN 1 under TOTAL load -----~---------------A A 10'-B.OO Lb 3.3 4.3 3.3 4.3 LIVE LOAD DEFLECTION D 0.130 TOTAL LOAD ON ALL MEI1BERS FOR STRESS = 1007. V 5775 -5775 R 5775 . 5775 15401 o o 0.204 This design is in accordance with current TRUS JOIST CORPORATION. specifications, materials and arlowabl-e design. values for the loads and dimensions shown hereon. No structural or dimensional check has been lIIade .wi th the design drawings of this building and this deSign has not been checked by TRUS.JOIST CORPORATION· Engineering. TJI and· HICRO=LAH are registered trademarks of TRUS JOIST CORPORATION. T" indicates a ·trademark of TRUS JOIST CORPORATION. Date 04-04-19a~ 'TRUS JOIST CORPORATION Salesman '5' No.: xm:x Salesman.' 5 Name: Estimate No.: Scratch Pad Job Name: AUCANTE VIEW APARTMENTS Building Code: DLR Specifier: MARK RADFORD Page Title: FB-3 Time 12:09: 10 RES FLOOR Stress: 1007. Live Load: 40.0 psf Dead ~oad: 22.0 psf Partition: 0.0 psf :61ued Floor Type UNIF Live Load Stress 135 psf rOOi. Mark Series Pro. 1 TJI/35R JOIST PARA Dead Load 74 psf Depth 14 Design Allow. Control: Width 5tarting Point 17'-0.00 @ 0'-0.00 from IT End Replacing Application Load Rep o.c. Mell b. 0 I~ PL 105 V BBS < UOO 1~47. RIGHT end SPAN, 1 under 1007. stress TOTAL load H 3775 < 6450 17U I1ID SPAtl 1 under 100% stress TOTAL load Q 0.258 < 0.500 L1790 SPAN 1 under LIVE Load ---------------------~ ~ 11"-0.00 LIVE LOAD DEFLECTION D 0.25B TOTAL LOAD ON ALL MEMBERS FOR STRESS = 100% V BBB ~BBB R SBB BBB 11 '3775 o o D 0.400 Proper compression chord bracing lIIust be provided. Please tontact your Engineer., The live load deflection limits used are L/360 for spans up to 15 feet, .5, inches for spans from 15 to 20 feet and Ll4BO for spans over 70 feet. These limi ts may be i nappropri ate for the desired· app 1 i ca,ti on. This design is in accordance with current TRUS JOIST CORPORATrON specifications, ,materials' and allowable design values for the loads and dimensions shown hereon. No structural or dimension~l check has been made with the design 'drawings of this building and this design has not been checked by TRUS JOIST CORPORATION Engineering. TJI and MICRO=LAM are registered trade~arks of TRUS JOIST CORPORATION. TI1 indicates a trademark of TRUS JOIST CORF'ORAnDtl. Date 04-04-19S8 Sa-lesilan's No.: xxxxx Estimate No.: Scratch Pad Building Code: UBC TRUS JOIST CORPORATI0I4 Salesman's ~ame: J.ab Name: ALICANTE VIEW APARTMENTS Specifier: MARK RADfORD Page Title: FB-2 Time 10:47:55 RES FLOOR Stress: 1007. U'/e Load: 40.0 psf Dead Load: 22.0 psf Partition: 0.0 psf Blued FliJor Type UNiF Live Load Stress Dead Load 506 psf Width Starting Point 920 psf 100'l. 5'-2.00 @ 0'-0.00 from LT End Replacing Application Load M Mark Seri es Pro. Brd. U Wdth. Dpth._ 7 MICRO=LAMft BEAM PARA 2800 2 1.75x 7.2 All-ow. Control: Rep o.c. Mem 12.0 N PL o V M D Design 2834 ( 4779 < 0.101 < 4821 1707. LEFT end SPAtl 1 under 100% stress TOTAL load 7566 158% HID SPAN 1 under lOOk stress TOTAL load 0.258 L1b15 SPAN r under TOTAL load ---------------------A A 5-'-2.00 Lb 2.1 2.7 2.1 2.7 LIVE LOAD DEFLECTION D 0.065 TOTAL LOAD ON ALL MEMBERS FOR STRESS = 100% V 37(1) -3700 R 37(1) 3700 H 4779 o I) D 0.101 This design is in accordance Nith current TRUS JOIST CORPORATION specifications, materials and -allowable design values for the loads and dimensions shown hereon. No structural or dimensional check has been iIIade NHh the desi-gn drawings of this building and this ilesign has not been checked by TRUS JOIST CORPORAIION Engineering. TJI andMICRO=LAH are register!!d trad!!lIarks of TRUS JOIST CORPORATION. T" indicates a trad!!mark of TRUS JOIST CORPORATION. ( Date 04-04-1988 TRUS JOIST CORPORATION Salesman's No.: xxxx~ Salesman's Name: Estimate No.: Scratch Pad Job Name: ALICANTE VIEW APARTMENTS Building Code: UBC RES FLOOR Stress: 100i. Live Load: 40.0 psf Dead Load: 22.0 psf SRecifier: MARK RADFORD Page Title: FB--1 Time 10143:44 Partition: 0.0 Rsf Slued Floor Type Live Load Stress Dead Load Width .Starti ng Poi nt UNIF 48 psf 1257. 190 psf B'-0.00 @ 0'-0.00 from LT End mUF 360 psf 1007. 200 psf 8'-0.00 @ 0'-0.00 frol LT End M Rep Mark Series Pro. Grd. U Wdth. Dpth. o.c. Mem PL 7 I1ICRO=LAI1RBEAM PARA 2800 2 L75l( 7.2 12.0 N 798 Design Allow. Control.: V 256B < M 6049 ( 4821 1B87. LEFT end SPAN 1 under 1007. stress TOTAL load 7566 1257. MID SPAN 1 under 1007. stress TOTAL load D 0.297 ( 0.400 L/323 SPAN 1 under TOTAL load -"--------------..:..-----A A S'-0.00 Lb 1.5 1.9 1.5 1.9 LIVE LOAD DEFLECTION D 0.151 TOTAL LOAD ON ALL-MEMBERS FOR STRESS = 1257. V 3217 -3217 R 3217 3217 11 6433_ o o D 0.297 Repl acing Appib:ati-on Load Replacing Appli<:ation Load This design is in accordance with current TRUS JOIST CORPORATION specifications, m~terials and allowable design values for the loads and dimensions shawn hereon. No structural or dLlensional check has been !lade with the design drawings of this building and this design has not been checked by TRUS JOIST CORPORATION Engineering. TJI and MICRO=LAH are registered trademarKS of TRUS JOIST ·CORPORATION. T" indicates a trademark of TRUS JOIst CORPORATION. ~..,/-", .if ,.;f , ' :'~>~" ~';~ij~~j;~~l~~k't~:' '.-.~.~ ~ 1 . :-:'. ;' ':,:~~.;;"' .. ~.:<,.::; ;: .. ~:.j4~·:~'!:~;:'~;':' ~\~:",;J' '\ ..••.. , ..• ~.t.;;.1.. ..... t~~.-...... ~ .. ~}..t:. .I ........ .:.L.i. r'xTENDED END JACK TOP CHORD SECTION II-II ) SETBACIC FROM END WALL AS SPECIFIED ON ENGINEERING FIl:E NO.: CALlF HIP DETAIL DATE 6/1/84'. REF: 25,15-1 DES, BY: liT SEa' STANDARD FRAMING DETAILS WHERE HIP TERMINATION POINT DOES NOT MEET WITH ,COMMON TRUSS • COMMON TRUSS B q , I SHAPED III;OCK EXTENDED :n. CilORO SEen.ON It HIP !!AFTER 12 13 CROS!1 BLOCK 14 A-A i COMMON TRUSS COHHON TRUSS '14 13 12 -11.... u.~v~n .~~.,., '~J&--11 II ' ; f~~'S! !! ~ ~,.,." II IH' '".~:':' ' Ii II, or. ' .' ~.~'-"jH SETBACK FRoti END WALL AS SI'ECIFIED II n ~ ON ENGINEEbNG :z HIP TlIUSS See EnAineerins for Detail. :~t: --'.; ~11.\ .:l,~~:~ i'j lT~~~~ II y,:' -.r----Il==t'-:::/· '&~ , -'::..,'Y( 2x4 Vertical lit "..-");:.. II I 4'-0"0.c. typical. ... :;.,,., .. I. i--=> " * ',I::{-;: ~,t{¥ SECTION A-A ~:)., is! ...t :It ., <;t @ '"t <;t '1" ~ IJ) ~...t to l' ~ @ 0) Q <t 1"1 ~ o;t ...t .[ .... :E Il.. 0) lf1 If) ((l C? @ .'f rh ~ (I) :J rt::: I-" :J 0.. ::E 8 hi ~ IU '(11 'LLlNBER SPECIFICATioNS . .110-0-0 IUP TA1S5 SETBACK' 10-0-0 F'RDN END ~AIi. . . SIZE SPECIe GtlAOE II9t'lER ist TOP CI'OlOS: b 6 OF '2 t;'" (I ~DTT(M CIlCRIS: . .21<.c DF 11 1-8 WEBS: . b.c ~ STIIND 1-13 Rip No.~ LQ~ '[]~TION IMCRE"se. -1-~ • TC UNlF (:L-tQ..- TC UNIF LL ~ 1lL- TC UNIF Ll:.+Ill.- QC UNIf u,. Hl .. - LDAD[NG 110 .. 0 I'U'" O' 60 .. 0 Pl.F 30· 180 .. 0 ..... F 10' 30.0 Fl..F £t' .. 0' TO 10' .0' TO ",,0· .0' TO 30· .0' TO, .tfO. TC tme Li.-n..-goo.o t9S • 1D' .~o· TC ·tUft Ll........ 90tU)· LBS • 30' ,0' .0' VERt .. 0' VERT .. 0' VERT . 0' VERT Tvooomplete trusses required. Jo l.n t:og~t~r w::f,th I ~. nails staggered at 12"0.c. throughout. Rip No .• 2. thru: SINGLE MEMBER AS SHOWN Spaced 24"0.c. iJi:] Irac11tS t~ 'he in.talled at.' 3 ~~ .. o.c. a~ flat top .~e •• aely. unless not~' othend.ae. . (C-l.s,p.41 i [G-lx1.7(R;) 1 20"'00-00 C-4x61 AU 51'] f C-71(7.11 Spl ) 1:-2:5x7.7 ( ttl Sill t 2x4 Vertical at: 4811 oc with C-l.5x2.6 Typical. 10-00-00 12 ~ """l5.00 6 I C-2 ~".3L"f·~',' • till> _ ( JA C-I.5x2. C.s.5r1l.9 S( m !III ) .lo Att. 8 '-0 • ~ [ 0-3061 1/ 4" (5) CiI-5.5.1(. [C-3,,7.7 J " , _l t 18'_6 tt stu)):-[ 1 !PAN 10 ~O~EI'IIINE ~. • SYII£fRICAl mn ~"I n.. C:-I.5x2.6 • .5x2.61A -,,-t ........ I---.INeoI .... --.. ...... __ ........ . ...". ................. .--.... ... 2 ME~Bl FIl'1cES ., t--9515 8 1-878A ... I- T 2" ·-''!IUO Ii ~'878A It 2- 1 3--6454 e 3-10760 1t:Jo- T Ae ~IV1SO ·8.t. lf~49· It ~ T'5--10760 8 '~-!IA.a It~ T 6---8JJ~. 8' 6-30750 1016- T 7--g,iO 8' 7.. 81804 'III 7a T 8--~f6 8 9.",84 "II 8-. LEfT -390P 1Ig.. !f'o- IfU- NIl- _13- RIG1fT' -3900 BEoUtlIE AREA I'EOUII8J ISO. JtO .lllNT 1 6.l" OF I 9.53 .., JOINT 9 6."'4 OF I 9.63 HF OFF J'AltEL SPLJO( MOrt: Off "anl!~ point .pUce. are Iec:lt.otd at 1/5 t"-"'lid lenlth .'-6" at either ~n' af the p •• ~1 t~J~.te4. FILE: t«}.: JOft-"O-!l-.... DAtE: 03ltDlIIB 2. ._. __ .... a-__ .... _ .. d a_.1 ........ ""' .......... _c ........ ____ ~ I OIl!lli!! to 1U~ __ ,,--"1\ 2 Oo!d'w~ tr':.:"OP ~ IJO"~ .,..dllQ be ........... troelllld., :r'Q" • • 3 ~4 "'PKt bIoIbnct or ="b.~ •• c:en"'....,..t "'-stow" • •. • 1113 _ ... _ ....................... IAII .. -.. ..... " I. ... 1I1Io1 ... "_._' .... _._ ...... ,....,_~1 ......... _-.. ....-.""'--' .............. ....... _, .... c .......... __ ... ....-.1IIr "'_ .. .ocl ... ...... ,.,....fIeuIoI ......... I •. ., ... _ ....... I •• _.II"'.~ ..... ---.... -.-..... -.,-"' .. 'I .... ~ .. --............ ."..,. ... ..,-.-... .. c ........ _ .... _c: ........ __ ._ ...... _ ....... _ --....-.. .......... ' .... 11 ....... _' ... ,. 1NIo ........ -I .... ~ ........ , ...... _""' ......... MI ..... ..,.".'T_ ................ ~.acl .. w_T_.wr.,..·. ...... fIIf .... lcIl_ .. ,.." ..... ., J:IrIrIpooIIIw ._ .... n. 'REF.: 2!!-i DES. BY: AlII SED.: 60194 'Il!r3.3t .. IlI!IIaIbIoon III ,,* is ... ~" 01 .... ~ OlI7l~KIOI 5 O'~~"-II!!'::::-._ ... __ ' __ 0 ...... ' ••. • :~r:;=~8I:r .. ~~ ShmGwedDt II 1 De~ J...-~ d' __ a POoidId • f'IIIIi!I nt blllOtCed..., baIh InQn OI .. _ .... ""!AIced !IOe.et._ 1 __ aJft:1IIft _ fG!'" f'Ar'llo!r InK !t M4l'dale ", .. ·aI ~ .. __ ,. f.z: .. ~ :l!'rS ';'Ir ... T, ~ CIImPLC'I& "1118. tndc:.tIeCI..,1w ..... " ., The ~s~ Secloonl'lll. " ""'Ild bw ... ,...,a" "01:"!hi ..~ (tll~' lI'va I1IIIIeriaI ~ u. /Ie 0IberlI_ "" III, ......"JC'IU" ............ , .. NO. :lIDWUI'O' ~""'1t:"" .-/ r" PEA1t -, -,- (2x6) C-5x7.7 to 4B'-B" (2x6) C-5x6.0 to 42'-0'" (2x4) C-4x4.3 to 34'-0" B' f"'( ~ <E 110 SPLIC! C-Z.5x7.7 to 48'-8" C-2.5x6.0 to 36'-S" ~ , C-5x7.7 to 4S'-S" C-5x6.0 to 36'-8" .,L 5,.0" 5:.0" 4.0" SYMMETRICAL ABOUT CENTERIJNE FILE NO.: TRU44 -48 -5 -40* DATE' 6/1/S4 REF Z5-1 DES. BY' SC SEa STAlID~ \ H 3.0" 2.0'" 2.0" ,-'-. --..., LATERAL BRACING REQUIREHENTS (W2) (+) 2 Required on Spans Over 42'-8" (W2) + {Required, on Spans, Over 31 ',-8',' ALTERNATE SPLICE (T2) (2x6) C-4x~.0 to 48'-8" (2x6) C-4x4.3 to 42'-0" G!x4) C-2.5x6.0 to 34 '-0" SPLICE (2x6) C.,.5it1,.7 (2x6) C-5x6.0 (2x4) C-4x4.3 NO SPLICE LOAD DURATION INCREASE· 1.25 ~PACE024'0t ' LOADING LL • tiL ON TOP CHORD = 30 DL ON BOTTOM CHORD· 10 TOTAL LOAD 2 40 PSF PSF* PSF* • S PSF REDUCTION, T "KEN ON BOTTOM CHORD. ,,"XIAl STRESS ONLY REACTION. 1703 MAXIMUM TRUS~ MEMBER FORCES T1 --3292 81 -3039 WI -122 T2 --2180, 82' -3039 W2 --1131 W3 -1020 'D to 48'-8" 1,.5", t~ 42'-0" 1.5" to 34'-0" 1.5" , , , Genera! NOles. ",·II"!.' • !'I. ! •• ~.: PI':." 1 I) ... l::' .p <.h,.lh It' '1 ',Io! ~ ......... ,', ...... ~.1 .,', ".~ • ,.-. r. ",'.1 "U ,··.···1I· .. 1t, ......... ,"-h"';:ulf,U" ,t'l'! (,,,,,,,.,,,, ••. , :",t "q" :',. I!' C;'Qrp.: .I"'!' 11I1t'-' \1\ ,: (Iv (\thl"', ()1'~j(Jil a~"'U"lf'S l~f'l(lll OInc!floltcw:, "f •• ' -:'. I., :" •. 1:"'01,1" to'.,,.. f!d al J (t (1 ( .1';(2.11 t~· II 0 C If'c;P"( 1'vl"\ ,3 'f Of fl'Ctllllmf'!1fh'U hr;u Intl'delr1lt., M'I' Brd(dflU W(IIl.! Truc;!,f'C; BWT . i( .. lW"1" Truss Plat" In<ohlu'" .J. Ix3 conl'uuous 1;)1""111' Wf'h b"ac,ng.wtmll' C;hCIYJll • !> Impact bnc1gtng Of lillp,,,1 br.1c.ng rflcommpr1CCtf Wh"ft" shown' • 6 Inslallatlon oliruss IS the'respon$ltllllly ot the rp50"chve contractor 7 DeSIgn assumes !russo,,> <Ire 19 be use~ In a no,,-cor'OStVr, envnon- ment and arc for dry ccmd.hof'l 01 use 8 DeSign assumes full beArrng at all supports shown St'um or wedge It necessary 9 DeSIgn assumes adequate drainage IS prOVided 10 'Plates 'shall be located .on both. laces of !russ arid vlacpd so the" cenler hne,s COlnCldr.. with 100ni cenler hnes 11 Olglls Indlcafe SIZP. ol.pl.ale .n Inches 12 for baSIC desrgn values of IheCompuirusPlate.1ndlcaled bylhe J)ft!'tlt ' ·C'".seeICBO I;lR 4211 13 The Compulrus Nel Sp~hon Plate IS Indicated by the prefix "eN", the deSignator f 18) indIcates 18 ga matena' IS used AU others are 20 g., 011 Pano! Splice No"'; 011 panel po.nl splices are located "' 1/5 Ihe panet.1englh -I· 6" at f!.ther end of the vanel indICated C-2.5x4.3 to 4B'-8" ALTERNATE SPLICE (82) NO SPLICE C-3x6.0 to 48'-8" C-1x2.6 to 48'-B" C-2.5x6.0 to 36'-8" ~ C-5x6.0 to 48'-8" C-5x5.1 to 30'-0" 81' DOUG. FIR c-3x7.7 to 48'-8" C-Z.5x7.7 ,to,46'-1" C-2.5x6.0 to 39'-3". Hat-FIR C-3x7.7 C-2.5x7.7 SPAN TO 48'':'8'' C-2.Sx6.0 to 48'-8" to 40'-10" to 31 '-9" ...-&--~ &-- CHORO FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRAOE AND SPECIE INOICATED SIZE I 2400F I 2250F I 2100F I 1950F I 1"800F I 1650F I 1450F I S8 OF I 111 OF I #2 OF I 88 HF I #1 HF 2x6 33'-4" 33'-0" TOP CHORD 2x4 34'-0" 48'-8" 45'..,8" 48'-0" 3~':-3" 31 '-8" ,46'_"" 48'-8" 47'-5" 48'-0" 31'-0," 29'-S" 33'-0" 33'-0" BOTTOM CHORDI b4 48'-S" I 47'-4" I 41 '_U" I I 48'-8" I 42'-9" I 4"'-· .. • WEB MEMBERS· 2 X ., STANDARD OR STUD GRADE HEM -FIR. 2 X 3 112 HEM -FIR OR AS NOTED ON DESIGN' RAOUFPUR CONSULTING ENGINEERS Project Name:AMCAKlTE. \ie-W APT1^- Project No: ^ (.fl)Q ^> Sheet No: )Of 12. Date: -^ _ 1 1 - ^^5 f) J/2." D-L. L.L. LOADS TILC 50, CLCj. /• 5 J-i^ j_7. WT. CDHC . DD. CL Ml^c. C.L. LL. 4--t 2^3 NE -4- .O RAOUFPUR CONSULTING ENGINEERS Project Name:AL/CAMTE V/EW APT '5. Project No: ^ ££) ^ Sheet No:2. Date: •a/- V » u: j.25 X /•2.3X RAOUFPUR CONSULTING ENGINEERS Project Name:ALICANTE:VIEW Apib- Project No: <f)<3<32> Sheet No:3 Date: '. * 52-1 .ok.- '24•^f>Lr n' J.2.5X /2-50 RAOUFPUR CONSULTING ENGINEERS Project Name:ALICANTE V/EW ApTb- Project No: (S)A<^3 Sheet No: *±. Date: HEADED 'M.7'i <xJ ' Of ./-5X 1/430 , /.25X/2SO / 4-5/ JO * ^•--> 7.5 2,35<? RAOUFPUR CONSULTING ENGINEERS Project Name:ALICANTE- Vl=E:w API'S?- Project No: <5<f)O3> Sheet No:5 Date: PL/8 Wl fLP '2.674- -25X15 RAOUFPUR CONSULTING ENGINEERS Project Name:ALICAMTE. VIEW APT^. Project No: Ac£SO2> Sheet No:(fi Date: 1.5X613 , 24-1 3f 7 z\ / - /? PLI- ' L, *,' WT. o/6 E>LOC/.; RAOUFPUR CONSULTING ENGINEERS Project Name: AL-'C-ANTC. V'£W APT'S- Project No: <^A£>3 Sheet No:7 Date: Q.\' RAOUFPUR CONSULTING ENGINEERS Project Name: AUCANTE V/£W APTb. Project No: <*>£> O3 Sheet No:; A Date: f) DM IT -P.I. b) .<%. 1 / 3x1-0 W (use. OL- l-o ^0/^3^ h>|) 23,350 44/<*>7C7 6/7/0 RAOUFPUR Project Name: ENGINEERS Pr0ject No: ALICANTE. V/E^ APT'e?- &&C& Sheet No: <zr Date: 42 ^^^^)f ^^^U f*? A O vu I j^. \ i *^i. ^^^^^V^| ^Jn ^m jf\^^^ in r^^^^l^^^ ftr . 6/"7fQXQ.5 ^f Lf f>TD. D/CJ- WALL /S OK. 67/0 XQ. .n WAL.L ;Use Use 3' RAOUFPUR CONSULTING ENGINEERS Project Name:ALICANTE \y/ew APT'±>. Project No: c3&O-3 Sheet No:\6 Date: 245 H--5' XQ.5X £33 + (14') -P- b) V» l. Roof TOTAL 03/OOO 52//2.S &? ft/ /2-5 RAOUFPUR CONSULTING ENGINEERS Project Name:ALICANTE- VIEW APT'tx Project No: <f)<£>O2> Sheet No:11 Date: fLr /SO => use WALLS use 2.4^. C/'1) RAOUFPUR CONSULTING ENGINEERS Project Name: AL1CAV4T&- N/EW APT'^. Project No: &£>O 3 Sheet No: |2- Date: ^ _ 0.5X2I1* 2.3<2> -|.(5>.5X7,57/ ~ 241 fur =^ p<bf= 3V fiTy/ooO Date 04-04-1988 TRUS JOIST CORPORATION Tins 10:59:47 Salesman's No.: xxxxx Salesman's Naae: Specifier: HARK RADFORD Estiaate No.: Scratch Pad Job Nasse: ALICANTE VIEH APARTMENTS Page Title: FB-5 Building Code: UBC RES FLOOR Stress: 100Z Live Load: 40.0 psf Dead Load: 22.0 psf Partition: 0.0 psf Glued Floor Type Live Load Stress Dead Load Width Starting Point IMF 724 psf 100J 398 psf B'-IO.OO i 0'- 0.00 froa LT End Replacing Application Load N Rep Mark Series Pro. Srd. U tfdth. Dptn. o.c. Mea PL 7 HICRQ=LAH" BEAU PARA 2800 3 1.75x 7.2 12.0 N 0 Design Allow. Control: V 4313 < 7232 168Z LEFT end SPAN 1 under 100Z stress TOTAL load N 11034 < 11350 103Z HID SPAN 1 under 100Z stress TOTAL load D 0.430 < 0.442 L/247 SPAN 1 under TOTAL load S'-IO.OO Lb 1.9 2.5 1.9 2.5 LIVE LOAD DEFLECTION D 0.275 TOTAL LOAD ON ALL MEMBERS FOR STRESS = 1007. V 4996 -4996 R 4996 4996 M 11034 0 0 D 0.430 This design is in accordance with current TRUS JOIST CORPORATION specifications, aaterials and allowable design values for the loads and dimensions shown hereon. No structural or dinensionai check has been iade with the design drawings of this building and this design has not. been checked by TRUS JOIST CORPORATION Engineering. TJI and MICRO=LAM are registered tradeaarks of TRUS JOIST CORPORATION. ™ indicates a tradenark of TRUS JOIST CORPORATION. Date 04-04-1988 THUS JOIST CORPORATION Tiie 10:56:01 Salesnan's No.: xxxxx Salesman's Naae: Specifier: HARK RADFORD Estinate No.: Scratch Pad Job Nans: ALICftNTE VIEW APARTHENTS Page Title: FB-4 Building Code: UBC RES FLOOR Stress: 1007. Live Load: 40.0 psf Dead Load: 22.0 psf Partition: 0.0 psf Glued Floor Type Live Load Stress Dead Load Width Starting Point UNIF 691 psf 1002 3BO psf 10'- 8.00 8 0'- 0.00 froa LT End Replacing Application Load M Rep Mark Series Pro. Brd. U Hdth. Dpth. o.c. Me« PL 7 NICROM.AH" BEAM PARA 2800 2 1.75x 14 12.0 N 0 Design Allow. Control: V 4512 < 9310 2067. LEFT end SPAN 1 under 1002 stress TOTAL load M 15401 < 26225 1702 MID SPAN I under 100Z stress TOTAL load D 0.204 < 0.533 L/628 SPAN 1 under TOTAL load 10'- 8.00 Lb 3.3 4.3 3.3 4.3 LIVE LOAD DEFLECTION D 0.130 TOTAL LOAD ON ALL MEMBERS FOR STRESS = 100Z V 5775 -5775 R 5775 5775 H 15401 0 0 D 0.204 This design is in accordance with current TRU5 JOIST CORPORATION specifications, materials and allowable design values for the loads and diaensions shown herean. No structural or dinensional check has been nade with the design drawings of this building and this design has not. been checked by TRUS JOIST CORPORATION Engineering. TJI and HICRO=LflM are registered tradeaarks of TRUS JOIST CORPORATION. TH indicates a tradeaark of TRUS JOIST CORPORATION. Date 04-04-1988 TRUS JOIST CORPORATION Tine 12:09:10 Salesaan's No.: xxxxx Salessan's Mass: Specifier: NARK RADFQRD Estiuate No.: Scratch Pad Job Naae: ALICANTE VIEW APARTMENTS Page Title: FB-3 Building Code: DLR RES FLOOR Stress: 100Z Live Load: 40.0 psf Dead Load: 22.0 psf Partition: 0.0 psf Blued Floor Type Live Load Stress Dead Load Hidth Starting Point UNIF 135 psf 100X 74 psf 17'- 0.00 @ 0'- 0.00 froa LT End Replacing Application Load Rep Hark Series Pro. Depth o.c. flea PL 1 TJI/35" JOIST PARA 14 6.0 K 105 Design Allow. Control: V 888 < 1100 1247. RIGHT end SPAN 1 under 1007. stress TOTAL load H 3775 < 6450 171Z MID SPAN I under 1001 stress TOTAL load D 0.258 < 0.500 L/790 SPAN 1 under LIVE Load 17'- 0.00 LIVE LQflD DEFLECTION D 0.258 TOTAL LOAD ON ALL MEMBERS FOR STRESS = 100Z V 888 -BBS R 888 888 M 3775 0 0 D 0.400 Proper coapression chord bracing atist be provided. Please contact your Engineer. The live load deflection Units used are L/360 for spans up to 15 feet, .5 inches for spans froa 15 to 20 feet and L/480 for spans over 20 feet. These liaits lay be inappropriate for the desired application. This design is in accordance with current TRUS JOIST CORPORATION specifications, eaterials and allowable design values for the loads and dimensions shown hereon. No structural or dimensional check has been aade with the design drawings of this building and this design has not been checked by TRUS JOIST CORPORATION Engineering. TJI and MICRO=LAtt are registered tradeaarks of TRUS JOIST CORPORATION. Th indicates a trademark of TRUS JOIST CORPORATION. Date 04-04-1988 TRUE JOIST CORPORATION Tiae 10:47:55 Salesaan's No.: xsxxx Salesman's Naae: Specifier: MARK RADFORD Estiaate No.: Scratch Pad Job Naee: ALICANTE VIEB APARTMENTS Page Title: FB-2 Building Code: UBC RES FLOOR Stress: 1007. Live Load: 40.0 psf Dead Load: 22.0 psf Partition: 0.0 psf Slued Floor Type Live Load Stress Dead Load Width Starting Point UNIF 920 psf 100X 506 psf 5'- 2.00 i 0'- 0.00 froa LT End Replacing Application Load H Rep Hark Series Pro. Grd. U Hdth. Dpth. o.c. Hen PL 7 «ICRO=LAM" BEAM PARA 2800 2 i.75x 7.2 12.0 N 0 Design Allow. Control: V 2834 < 4821 170Z LEFT end SPAN 1 under 1001 stress TOTAL load M 4779 < 7566 1582 HID SPAN I under 100X stress TOTAL load D 0.101 < 0.258 L/615 SPAN 1 under TOTAL load 5'- 2.00 Lb 2.1 2.7 2.1 2.7 LIVE LOAD DEFLECTION D 0.065 TOTAL LOAD QN ALL MEMBERS FOR STRESS = 100Z V 3700 -3700 R 3700 3700 M 4779 0 0 D 0.101 This design is in accordance with current TRUS JOIST CORPORATION specifications, aaterials and allowable design values for the loads and diaensions shown hereon. No structural or dimensional check has been «ade with the design drawings of this building and this design has not been checked by TRUS JOIST CORPORATION Engineering. TJI and MICRO=LAM are registered tradeiarks of TRUS JOIST CORPORATION. T" indicates a tradeaark of TRUS JOIST CORPORATION. Date 04-04-1988 Salessan's No.: xxxxx Estimate No.: Scratch Pad Building Code: UBC TRUS JOIST CORPORATION Salesman's Naae: Job Naae: ALICANTE VIEM APARTMENTS Tiae 10:43:44 Specifier: HARK RADFQRD Page Title: FB-1 RES FLOOR Stress: 1007. Live Load: 40.0 psf Dead Load: 22.0 psf Partition: 0.0 psf Slued Floor Type Live Load Stress Dead Load UNIF 48 psf 125? 190 psf UNIF 360 psf 1002 200 psf Hark Series Pro. Grd. U Wdth. Dpth. 7 NICRQ=LAH" BEAU PARA 2800 2 1.75x 7.2 Width Starting Point 8'- 0.00 I 0'- 0.00 froui LT End Replacing Application Load 8'- 0.00 i 0'- 0.00 froa LT End Replacing Application Load Rep o.c. Hes PL 12.0 N 798 Design Allow. Control: V 2568 < 4821 1882 LEFT end SPAN 1 under 100* stress TOTAL load H 6049 < 7566 125Z HID SPAN 1 under IOOX stress TOTAL load D 0.297 < 0.400 L/323 SPAN 1 under TOTAL load 8'- 0.00 Lb 1.5 1.9 1.5 1.9 LIVE LOAD DEFLECTION D 0.151 TOTAL LOAD ON ALL MEMBERS FOR STRESS = 1252 V 3217 -3217 R 3217 3217 N 6433 0 0 D 0.297 This design is in accordance with current TRUS JOIST CORPORATION specifications, aaterials and allowable design values for the loads and dimensions shown hereon. No structural or dimensional check has been isade with the design drawings of this building and this design has not been checked by TRUS JOIST CORPORATION Engineering. TJI and HICRO=LAH are registered tradeaarks of TRUS JOIST CORPORATION. ™ indicates a tradeaark of TRUS JOIST CORPORATION. 3ENT BV:COMPUTRUS INC ; 3-13-88 5:58PM ;7147340307-*519744404;810Pi! Silu O 8 IffJMi Sfiilai | -isf •• i s i!? a Cfl X to U H aT9 H- r* O «f H-^ ^ fi) H« Q *lfls w a Ijf y*> Ik• iO 3• 2B«s» M 2 35 -a .M ^l?«!j> a. n M g iO" 3* fl) ? rr |«?.!'- f fNJM O rt • J=£3 "a3 •^ 3O U M 1« rea. 332 • 9 £3 99B « ?! 3 " ^1 j 2 •• v. x. Si-2 '?~ • X1^ •n ' I a 5 = sa FFFFr» n + » * * ?- FF - "5 i7 abae • « ooo.o ^t*t>Oiaib iBie— a^*«OOIIM isvm .s 2 a a \ BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS — FOUNDATIONS SS4O PUFFIN ROAD SAN DIEGO. CALIFORNIA 92123 March 6, 1989 PHILIP HCNKING BENTON PRESIDENT - CIVIL ENGINEER TELEPHONE (619) 365-19SS Chapparel Estates Corporation 3511 Camino del Rio South San Diego, CA 92108 Attention: Subject: Mr. Jon Cloud Project No. 88-12-8D Final Report on Compacted Filled Ground Alicante Views Apartments Lots 229, 230, 231, and 232 La Costa Valley Unit 5 Carlsbad, California Gentlemen: This is to report the results of tests and observations made in order to inspect the compaction of filled ground placed on certain areas of Lots 229, 230,. 231, and 232 of La Costa Valley Unit 5 in Carlsbad, California, which is known as the Alicante Views Apartments project. The fills were placed during the period between December 14, 1988 and March 3, 1989. Field density tests taken within backfill soils behind crib walls and retaining walls as well as trench backfill soils are included in this'report. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing 1 entitled "Location of Compacted Filled Ground." The grading plan used for the placement of filled ground was prepared by Hay Engineering and Surveying, Inc. The fills were placed and compacted in conformance with our report dated June 16, 1988 under our Project No. 88-5-8A. The approximate locations at which the tests were taken are shown on the attached Drawing 1 and the final test results are presented on pages T-l to T-9, under the "Table of Test'Results." The laboratory determinations of the maximum dry densities and optimum moisture contents of the major fill materials are presented on page L-l under the "Laboratory Test Results." Some of the maximum dry densities shown in the "Table of Test Results" were combinations of these. The tests were taken during the weekly periods indicated below: Test Number Week Endina 1 to 3 to 22 to 32 to 50 to 61 to 2 21 31 49 60 87 December 17, December 24, December 31, January 7, January 14, January 21, 1988 1988 1988 1989 1989 1989 88 to 108 January 28, 1989 Chapparel Estates Corporation -2- March 6, 1989 Project No. 88-12-8D Test Number Week Ending 109 to 136 February 4, 1989 137 to 168 February 11, 1989 169 to 187 February 18, 1989 188 to 191 February 25, 1989 192 to 203 March 3, 1989 (Date of last test) The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of 2500 pounds per square foot for one foot wide continuous footings founded at least one foot below the lowest adjacent compacted filled ground surface and placed five feet or more inside the top of compacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1% horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. The results of field density tests taken in wall backfill and trench backfill soils indicate that the soils have been compacted to at least 90 percent of maximum dry density or greater. Expansion tests were conducted within the building pad areas following completion of grading. Design recommendations were presented in our report dated February 21, 1989 under Project No. 88-12-8D. Post-tensioned slab construction may be used to minimize the deleterious effects of the expansive soils, if it is desired. Respectfully submitted, BENTON ENGINEERING, INC. By /^y^-g ^fry* J^-^O^x Reviewed by J6hn H. Benton 'DanT. LeadTay,""Civil Engineer / RCE Ho. 21780 Distribution: (5) Addressee JHB/DLL/jer BENTON ENGINEERING. INC. Chapparel Estates Corporation Project No. 88-12-8D T-l March 6, 1989 TABLE OF TEST RESULTS Deoth Test No. 1 2 ;'3j "iW* '"'" •'•' '•^'i:? S£- • - V;-*.T.- 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Approx- of Fill Field imate at Test Moisture Location in Feet % dry wt East Slope Altisma Way East Slope K Alti sma Way, -:i -& Parking West^p^ g; of Pad S^iglll £ Caringa Way "Sf;^ ; -**"- South Section-"' -Parking West "'S"^ ._i_of Pad 8 •' ;^f^"Y Caringa Way ^— .- — ** w North Section Parking West of Pad 8 Caringa Way NW Section Bldg. Pad 7 SW Section Bldg. Pad 7 SE Section Bldg. Pad 7 NW Section Parking East of Pad 7 SW Section Parking East NE Section Bldg. Pad 8 SW Section East Slope Bldg. Pad 7 Bldg. Pad 7 Bldg. Pad 8 Parking East of Pad 7 NE Section Bldg. Pad 7 Bldg. Pad 7 Bldg. Pad 8 Bldg. Pad 7 Parking East of Bldg. 7 Bldg. Pad 7 Bldg. Pad 7 Parking East of Pad 7 1.0 iHliS-^'^-tsfBSFia•-. 1 n'.v-/,iS!3«.s-itl-v * » W --qS&Sv^'-vV.-1*" ;£;y; ji^S&fsIn*;^: :•; S^^^rfKl:"./:~ 2.0^51^:: . -,v .. v '"."' "•• . " . - •.-." - ', "3.0 0.0 1.0 0.0 0.0 1.0 0.0 2.0 2.0 3.0 1.0 1.0 0.0 3.0 1.0 4.0 1.0 2.0 4.0 2.0 12.3 12.5 15.91*;. •':•''•'• •-":•- l-'.V-^' • '" • -".' V - • ' ""i 13.7- .;. . \ • " -'• 15.6 15.0 17.9 20.0 17.8 18.6 20.9 12.5 18.4 18.1 18.4 14.1 15.9 15.1 16.0 17.1 15.4 16.7 17.4 17.6 Maximum Dry Dry Percent Density Density Compac- Ib/cu ft Ib/cu ft tion 121.8 120.6 ^iiz.5Siy-..N." ".'•'"' :.--;"- "^:^^:P; ;.. ; 109.5 v--:-r-. 112.3 114.9 109.4 109.8 110.4 108.2 109.3 114.0 112.7 111.4 110.2 113.6 109.1 110.6 110.5 110.8 112.4 108.2 108.5 110.1 124.9 124.9 121.4 /.... -121.4 121.4 124.9 121.4 121.4 121.4 121.4 121.4 124.9 119.3 119.3 119.3 121.4 119.3 119.3 119.3 121.4 121.4 119.3 119.3 119.3 97.5 96.6 92.7 . 90.2 ~ - 92.5 92.0 90.1 90.4 91.0 89.1 90.0 91.3 94.5 93.4 92.4 93.6 91.5 92.7 92.6 91.3 92.6 90.7 91.0 92.3 Remarks El. 64' El. 59' El. 87'^: ' "' ""*r". '- •'. -. - _ ." ."."'- El. 87'/ . .. ..•.•'-''.•."' El. 89' El. 85' El. 87' El. 89' El. 88' Reworked El. 91' El. 88' El. 69' El. 88' El. 89' El. 87' Check on #10 El. 91' El. 90' El. 91' El. 89' El. 90' El. 89' El. 91' El. 91' El. 92' BENTON ENGINEERING. INC. Chapparel Estates Corporation Project No. 88-12-8D T-2 March 6, 1989 Approx- Test imate No. Location 25 Parking South of Pad 8 26 Parking South of Pad 8 27 Parking South of Pad 8 28 Bldg. Pad 7 29 Parking East of Pad 7 30 Parking East of Pad 7 31 Bldg. Pad 7 32 East Slope 33 Bldg. Pad 2 34 Bldg. Pad 2 35 Bldg. Pad 2 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 53 54 55 56 57 58 59 60 East Slope Bldg. Pad 1 East Section East Slope East Slope Pad 8 Pad Pad Pad Pad Pad Bldg Bldg Bldg Bldg Bldg Bldg East Slope East Slope East Slope East Slope Bldg. Pad 2 East Slope 52 East Slope Bldg. Bldg. Bldg. Bldg. Pad 8 Pad 8 Pad 1 Pad 1 East Slope East Slope South Slope South Slope TABLE OF TEST RESULTS Depth of Fill at Test in Feet 1.0 1.0 -2.0 4.0 3.0 4.0 6.0 2.0 2.0 3.0 3.0 2.0 1.0 4.0 4.0 1.5 2.0* 6.0* 6.0* 2.0 2.0 3.0 5.0 6.0 6.0 4.0 7.0 7.0 2.0* 1.0* 4.0* 1.0* 7.0 7.0 2.0 4.0 Field Moisture % dry wt 14.5 15.4 15.2 13.1 15.5 12.8 13.4 12.1 15.6 12.9 12.2 13.9 15.9 13.2 13.6 15.7 18.6 17.6 17.8 14.7 11.3 12.3 14.2 11.7 11.7 14.7 11.1 11.2 11.9 11.9 12.1 12.0 11.7 11.5 16.5 13.7 Dry Density Ib/cu ft 111.6 109.7 109.5 112.7 111.0 113.4 110.7 115.8 112.6 109.2 113.0 115.3 111.9 115.5 115.5 109.6 109.3 109.6 109.7 114.4 116.3 111.2 111.6 113.3 113.7 112.8 107.1 109.3 117.5 116.0 118.5 118.8 114.0 113.1 110.0 111.7 Maximum Dry Density Ib/cu ft 121.4 121.4 121.4 121.4 121.4 124.9 121.4 124.9 124.9 124.9 124.9 124.9 120.3 124.9 124.9 121.4 121.4 121.4 121.4 123.6 123.6 123.6 123.6 123.6 123.6 123.6 123.6 123.6 126.8 126.8 126.8 126.8 123.6 123.6 121.4 121.4 Percent Compac- tion 91.9 90.4 90.2 92.8 91.4 90.8 91.2 92.7 90.2 87.4 90.5 92.3 93.0 92.5 92.5 90.3 90.0 90.3 90.4 92.6 94.1 90.0 90.3 91.7 92.0 91.3 86.6 88.4 92.7 91.5 93.4 93.7 92.2 91.5 90.6 92.0 Remarks El. 87' El. 86' El. 88' El. 90' El. 92' El. 95' El. 91' El. 54' El. 73' Reworked El. 74' Check on #34 El. 74' El. 62' El. 80' El. 65' El. 60' El. 88.5' El. 81' El. 82' El. 53' El. 63' El. 57' El. 66' El. 82' Reworked El. 60' Reworked El. 65' Check on #51 El. 60' Check on #52 El. 65' El. 53' El. 55' BENTON ENGINEERING. INC. Chapparel Estates Corporation Project No. 88-12-8D T-3 TABLE OF TEST RESULTS March 6, 1989 Test No. 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 Approx- imate Location Crib Wall Backfill SE Wall Crib Wall Backfill SE Wall Bldg. Pad 2 Bldg. Pad 2 SE Crib Wall Backfill SE Crib Wall Backfill SE Crib Wall Backfill SE Crib Wall Backfill SE Crib Wall Backfill SE Crib Wall Backfill Crib Wall Back- fill South of Bldg. 4 Crib Wall Back- fill South of Bldg. 4 SE Crib Wall Backfill SE Crib Wall Backfill SE Crib Wall Backfill SE Crib Wall Backfill SE Crib Wall Backfill SE Crib Wall Backfill SE Crib Wall Backfill SE Crib Wall Backfill SE Crib Wall Backfill SE Crib Wall Backfill Crib Wall S of Bldg. 4 Depth of Fill at Test in Feet 1.0 2.0 1.0* 4.0* 3.0 1.0 2.0 3.0 3.0 4.0 1.0 2.0 4.0 5.0 5.0 6.0 6.0 7.0 7.0 8.0 7.0 7.0 1.0 Field Moisture % dry wt 14.3 8.3 •: 11.4. 11.4 10.5 9.8 8.3 13.1 12.9 13.1 9.5 9.6 9.6 9.6 9.2 10.8' 11.2 11.4 11.3 10.8 11.7 11.5 10.1 Dry Density Ib/cu ft 97.1 112.7 109.8 110.9 115.2 115.1 114.9 116.4 115.3 114.6 106.5 106.9 114.6 113.8 115.8 112.4 112.5 118.7 118.3 120.2 117.7 118.8 109.3 Maximum Dry Density Ib/cu ft 119.3 123.6 121.4 121.4 123.4 123.4 123.4 123.4 123.4 123.4 121.4 121.4 123.4 123.4 126.8 123.4 123.4 126.8 126.8 126.8 126.8 126.8 121.4 Percent Compac- tion 81.4 91.2 90.4 91.4 93.4 93.3 93.1 94.3 93.4 92.9 87.7 88.1 92.9 92.2 91.3 91.1 91.2 93.6 93.3 94.8 92.8 93.7 90.0 Remarks Reworked El. 49' El. 52' El. 53' Check on 161 El. 49' El. 50' El. 51' El. 53' El. 52' Reworked El. 47' Reworked El. 48' El. 54' El. 53' El. 55' El. 56' El. 56' El. 57' El. 57' El. 58' El. 57' El. 54' Check on #71 BENTON ENGINEERING. INC. Chapparel Estates Corporation Project No. 88-12-8D T-4 March 6, 1989 TABLE OF TEST RESULTS Test No. 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 ' 101 102 103 104 105 106 107 108 109 Approx- imate Location Crib Wall S of Bldg. 4 Crib Wall S of Bldg. 4 Crib Wall S of Bldg. 4 Crib Wall S of Bldg. 4 Crib Wall S of Bldg. 4 Crib Wall S of Bldg. 4 Crib Wall S of Bldg. 4 Crib Wall Backfill, S of Bldg. 4 Crib Wall Backfill S of Bldg. 4 SE Crib Wall SE Crib Wall Crib Wall Pad S of Pad 4 Crib Wall Pad S of Pad 4 SE Crib Wall SE Crib Wall SE Crib Wall S of Pad 4 Crib Wall, S of Bldg. Pad 4 Crib Wall, S of Bldg. Pad 4 Crib Wall, S of Bldg. Pad 4 Crib Wall, S of Bldg. Pad 4 Crib Wall, S of Bldg. Pad 5 Crib Wall, S of Bldg. Pad 5 Lower Wall , S of Bldg. Pad 6 Lower Wall , S of Bldg. Pad 6 Lower Wall , S of Bldg. Pad 6 Depth of Fill at Test in Feet 2.0 2.0 3.0 4.0 3.0 4.0 5.0 6.0 5.0 9.0 9.0 7.0 6.0 6.0 8.0 9.0 7.0 8.0 6.0 7.0 9.0 1.0 2.0 1.0 2.0 3.0 Field Moisture % dry wt 10.9 11.3 9.3 10.4 13.9 11.8 11.7 15.3 16.1 10.3 10.6 14.7 14.4 13.2 13.1 12.3 12.6 12.4 12.2 14.4 12.7 15.3 15.4 15.3 14.8 14.6 Dry Density Ib/cu ft 109.4 111.5 112.1 112.0 114.5 113.2 114.0 116.3 113.8 116.8 115.1 114.6 114.2 114.2 112.3 113.5 115.1 114.3 112.7 114.3 116.3 116.2 114.8 115.6 114.9 116.2 Maximum Dry Density Ib/cu ft 121.4 123.4 123.4 123.4 123.2 123.2 123.2 123.2 123.2 123.2 123.2 123.2 123.2 123.2 123.2 123.2 123.2 123.2 123.2 122.6 122.6 122.6 122.6 122.6 122.6 122.6 Percent Compac- tion 90.1 90.4 90.8 90.8 92.9 91.9 92.5 94.4 92.4 94.8 93.4 93.0 92.7 92.7 91.2 92.1 93.4 92.8 91.5 93.2 94.9 94.8 93.6 94.3 93.7 94.8 Remarks Check on #72 El. 48' El. 49' El. 49' El. 50' El. 50' El. 51' El. 51' El. 52' El. 52' El. 59' El. 59' El. 53' El. 53' El. 53' El. 55' El. 56' El. 53' El. 54' El. 53' El. 54' El. 55' El. 49' El. 50' El. 49' El. 50' El. 51' BENTON ENGINEERING. INC. Chapparel Estates Corporation Project No. 88-12-8D T-5 March 6, 1989 TABLE OF TEST RESULTS Test No. 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 Depth Approx- of Fill imate at Test Location in Feet Lower Wall , S of Bldg. Pad 6 8" Main Sewer Line Backfill 8" Main Sewer Line Backfill Crib Wall, S of Pad 4 SE Slope 8" Main Sewer Line Backfill 8" Main Sewer Line Backfill 8" Main Sewer Line Backfill 8" Main Sewer Line Backfill SE Slope SE Slope Crib Wall, S of Pad 5 Sewer Line Back- fill, Lateral 6 to Pad 2 SE Slope Crib Wall, S of Pad 5 SE Slope East Slope Crib Wall, S of Pad 5 Crib Wall, S of Pad 5 Crib Wall, S of Pad 5 Crib Wall, S . of Pad 5 S Slope Bet. Crib Walls, S of Pads 4 and 5 S Slope Bet. Crib Walls, S of Pads 4 and 5 South Slope Fill Above Crib Wall S of Pad 4 South Slope Fill Above Crib Wall S of Pad 4 4.0 3.0 5.0 8.0 2.0 3.0 5.0 7.0 8.0 4.0 6.0 3.0 4.0 8.0 4.0 10.0 8.0 5.0 6.0 7.0 8.0 6.0 8.0 2.0 4.0 Field Moisture % dry wt 15.0 11.3 10.8 13.2 10.7 12.5 12.2 12.1 12.3 13.0 13.0 14.7 16.0 15.7 16.6 15.4 10.0 16.3 16.4 18.0 14.3 13.0 12.8 12.3 11.4 Dry Density Ib/cu ft 115.3 106.5 109.7 113.1 115.3 117.8 116.4 111.8 112.8 115.9 116.2 114.6 110.6 114.2 112.8 114.5 115.4 112.0 110.8 111.2 115.5 114.8 116.5 116.2 116.2 Maximum Dry Density Ib/cu ft 122.6 123.2 123.2 123.2 123.2 126.8 126.8 123.2 123.2 126.8 126.8 123.2 121.6 123.2 122.6 123.2 123.2 122.6 122.6 122.6 122.6 123.2 126.8 123.2 123.2 Percent Compac- tion 94.0 86.4 89.0 91.8 93.6 92.9 91.8 90.7 91.6 91.4 91.6 93.0 91.0 92.7 92.0 92.9 93.7 91.4 90.4 90.7 94.2 93.2 91.9 94.3 94.3 Remarks El. 51' Reworked Reworked El. 61' Check on fill Check on 1112 El. 63' El. 65' El. 51' El. 66' El. 52' El. 68' El. 66' El. 53' El. 54' El. 55' El. 56' El. 57' El. 59' El. 59' El. 61' BENTON ENGINEERING. INC. Chapparel Estates Corporation Project No. 88-12-8D T-6 March 6, 1989 TABLE OF TEST RESULTS Test No. 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 Approx- imate Location S Slope Bet. Crib Walls, S of Pads 4 and 5 Crib Wall, S of Pad 6 Crib Wall, S of Pad 6 Crib Wall, S of Pad 6 S Slope Over Crib Wall, S of Pad 4 S Slope Over Crib Wall, S of Pad 4 S Slope Fills S of Pad 5 Over Crib Wall S Slope Fills Crib Wall, S of Pad 6 S Slope Fills Crib Wall, S of Pad 6 S Slope Fills Crib Wall, S of Pad 6 S Slope Fills Crib Wall, S of Pad 6 S Slope Fills Crib Wall, S of Pad 6 S Slope Fills Crib Wall, S of Pad 6 S Slope Fills Crib Wall, S of Pad 6 S Slope Fills Crib Wall, S of Pad 6 S Slope Fills Crib Wall, S of Pad 6 S Slope Over Crib Wall, S of Pad 6 Depth of Fill at Test in Feet 10.0 5.0 6.0 7.0 6.0 12.0 9.0 8.0 4.0 6.0 14.0 14.0 2.0 4.0 16.0 18.0 6.0 Field Moisture % dry wt 11.5 15.6 16.8 17.5 15.0 14.4 14.0 16.3 11.7 13.6 16.4 12.7 17.1 16.1 13.8 14.3 14.0 Dry Density Ib/cu ft 115.0 112.6 110.4 110.6 110.5 112.5 115.0 111.5 114.5 116.2 113.7 116.0 112.8 114.7 112.0 112.9 112.5 Maximum Dry Density Ib/cu ft 123.2 122.6 122.6 122.6 122.6 122.6 123.2 123.2 123.2 123.2 123.2 123.2 123.2 123.2 123.2 123.2 123.2 Percent Compac- tion 93.3 91.8 90.0 90.2 90.1 91.8 93.3 90.5 92.9 94.3 92.3 94.2 91.6 93.1 90.9 91.6 91.3 Remarks El. El. El. El. El. El. El. El. El. El. El. El. El. El. El. El. El. 61' 53' 54' 55' 63' 63' 57' 56' 61' 63' 65' 65' 59' 61' 67' 69' 63' BENTON ENGINEERING. INC. Chapparel Estates Corporation Project No. 88-12-8D T-7 March 6, 1989 TABLE OF TEST RESULTS Test No. 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 Approx- imate Location S Slope Over Crib Wall, S of Pad 6 S Slope Over Crib Wall, S of Pad 6 S Slope Over Crib Wall, S of Pad 4 S Slope, S of Pad 5 S Slope Bet. Pads 5 and 4 S Slope Bet. Pads 5 and 4 S Slope Over Crib Wall, S of Pad 4 S Slope Over Crib Wall, S of Pad 4 S Slope Over Crib Wall, Pad 5 S Slope Over Crib Wall, S of Pad 5 S Slope Over Crib Wan, S of Pad 5 East Slope S Slope Over Crib Wall, S of Pad 4 S Slope Over Crib Wall, S of Pad 6 S Slope Over Crib Wall, S of Pad 4 S Slope Bet. Crib Walls, S of Pads 4 and 5 S Slope Bet. Crib Walls, S of Pads 4 and 5 E Retain. Wall E Retain. Wall Crib Wan, S of Pad 6 Depth of Fill at Test in Feet 8.0 8.0 10.0 10.0 20.0 22.0 12.0 14.0 12.0 16.0 « 18.0 . 17.0 16.0 10.0 18.0 24.0 20.0 4.0 6.0 1.0 Field Moisture % dry wt 14.0 13.0 9.3 10.2 18.9 17.6 14.2 13.2 13.6 13.7 17.0 13.7 15.8 14.6 11.9 15.1 14.2 9.5 11.1 13.4 Dry Density Ib/cu ft 109.7 112.7 112.3 113.0 111.1 111.6 112.7 112.2 111.4 113.0 110.9 114.5 111.1 110.6 113.9 112.9 111.0 116.6 115.4 114.8 Maximum Dry Density Ib/cu ft 123.2 123.2 123.2 123.2 121.4 121.4 123.2 123.2 123.2 123.2 122.6 126.8 123.2 122.6 123.2 123.2 123.2 123.2 123.2 122.6 Percent Compac- tion 89.0 91.5 91.2 91.7 91.5 91.9 91.5 91.1 90.4 91.7 90.5 90.3 90.2 90.2 92.5 91.6 90.1 94.6 93.7 93.6 Remarks Reworked El. 65' Check on #152 El. 65' El. 67' El. 67' El. 71' El. 73' El. 69' El. 71' El. 69' El. 73' El. 75' El. 66' El. 67' El. 67' El. 75' El. 75' El. 77' El. 63' El. 65' El. 68' Chapparel Estates Corporation Project No. 88-12-8D T-8 March 6, 1989 TABLE OF TEST RESULTS Test No. 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 Depth Approx- of Fill imate at Test Location in Feet Crib Wall, S of Pad 6 Crib Wall, S of Pad 6 Back of Crib Wall Crib Wall, S of Pad 6 Crib Wall, S of Pad 6 Crib Wall, S of Pad 6 Crib Wall, S of Pad 6 Back of Crib Wall Back of Crib Wall 12" Storm Dm. Backfill, N of Bldg. 3 12" Storm Drn. Backfill, E of Bldg. 3 Crib Wall, S of Pad 6 Crib Wall, S of Pad 6 S Section of Pad 6, Slope Area S Section of Pad 6, Slope Area S Section of Pad 6, Slope Area Backfill of Storm Drain Slope South of Pad 4 Fill of South Side of Bldg. Pad 6 Backfill of East Manhole Storm Drain Backfill of East Manhole Storm Drain W of M.H. 2.0 3.0 2.0 4.0 5.0 7.0 8.0 4.0 6.0 2.0 3.0 9.0 10.0 9.0 10.0 11.0 2.0 12.0 3.0 5.0 Field Moisture % dry wt 14.2 14.4 15.4 15.0 10.5 10.1 13.4 15.9 16.5 9.5 9.5 12.4 15.1 11.8 13.9 13.4 11.9 12.5 8.2 11.3 Dry Density Ib/cu ft 114.7 113.1 111.4 113.8 118.9 114.6 112.3 111.7 111.8 107.4 108.8 116.0 112.8 116.3 112.8 114.3 103.1 116.2 111.0 109.3 Maximum Dry Density Ib/cu ft 122.6 123.2 123.2 123.2 126.8 123.2 123.2 123.2 123.2 120.3 120.3 123.2 123.2 123.2 123.2 123.2 120.3 123.2 123.2 120.3 Percent Compac- tion 93.6 91.8 90.4 92.4 93.8 93.0 91.1 90.7 90.7 89.3 90.4 94.2 91.6 94.4 91.6 92.8 85.7 94.3 90.1 90.9 Remarks El. 69' El. 70' El. 69' El. 71' El. 72' El. 74' El. 75' El. 71' El. 73' Reworked El. 76' El. 77' El. 76' El. 77' El. 78' Reworked El. 65' El. 79' BENTON ENGINEERING. INC. Chapparel Estates Corporation Project No. 88-12-80 T-9 March 6, 1989 TABLE OF TEST RESULTS Test No. 192 193 194 195 196 197 198 199 200 201 202 203 Approx- imate Location 12" Storm Dr. Backfill, N of Bldg. 3 12" Storm Dr. Backfill, N of Bldg. 3 12" Storm Dr. Backfill, N of Bldg. 4 12" Storm Dr. Backfill, S of Bldg. 4 12" Storm Dr. Backfill, N of Recr. 12" Storm Dr. Backfill, N of Bldg. 5 Storm Drain Backfill, Slope S of Bldg. 4 12" Storm Dr. Backfill, S of Bldg. 4 12" Storm Dr. Backfill, S of Recr. 12" Storm Dr. Backfill, S of Bldg. 5 12" Storm Dr. Backfill, S of Bldg. 5 12" Storm Dr. Backfill, S Of Bldg. 5 Depth of Fill at Test in Feet 2.0 2.0 3.0 2.0 2.0 2.0 2.0 2.0 2.0 F.G. F.G. F.G. Field Moisture % dry wt 9.3 10.8 14.5 10.3 11.3 8.8 11.6 17.4 15.8 13.6 14.6 14.1 Dry Density Ib/cu ft 109.3 109.5 108.6 100.2 113.4 112.9 111.7 110.9 108.5 107.5 110.4 111.3 Maximum Dry Density Ib/cu ft 120.3 120.3 120.3 120.3 122.6 122.6 120.3 123.2 120.3 119.3 119.3 119.3 Percent Compac- tion 90.9 91.0 90.3 83.3 92.5 92.1 92.9 90.0 90.2 90.1 92.5 93.3 Remarks Check on #181 Reworked Check on #188 Check on #195 Test Results Only Test Results Only Test Results Only F.G. indicates finished grade. BENTON ENGINEERING. INC. Chapparel Estates Corporation Project No. 88-12-8D L-l March 6, 1989 LABORATORY TEST RESULTS The maximum dry densities and optimum moisture contents of the major fill materials as determined by the ASTM D 1557-78 method that uses 25 blows of a 10 pound rammer falling from a height of 18 inches on each of 5 layers in a 4-inch diameter l/30th cubic foot compaction cylinder, are presented as follows: Soil Description Light Brown Clayey Fine to Medium Sand Gray Brown Fine to Medium Sandy Clay Light Yellow Clayey Fine to Medium Sand Brown Silty Clay Brown Silty Fine to Medium Sand Dark Brown Clayey Fine to Medium Sand Brown Silty Fine Sand Brown Clayey Fine to Medium Sand White Brown Clayey Fine to Medium "Sand Maximum Dry Density Ib/cu ft 124.9. 121.4 119.3 113.6 120.3 123.6 126.8 123.2 122.6 Optimum Moisture Content % dry wt 10.0 12.5 12.9 15.8 12. 10. 10. 10. 10.7 BENTON ENGINEERING. INC. LEUCAD1A COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. 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. A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years 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 point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. 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 IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT 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. In the event unusual construction conditions occur, such as blasting, jack hammering hard rock, dewatering, etc., the applicant shall be liable for any cost over and above the established charge. The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. The Inspection Deposit shall not apply in those cases in which the applicant has paid plan check and inspection fees for a subdivision. OWNER'SNIAMF La Costa 74 Ltd MAM iNRAnnRpss-3511 Camino Del Rio South-ff 500 S.D.. Ca. 92108 PHDNFNHMRFR- 281-9264 CONNECTION FEE:$ 6,000.00 LATERAL SIZE: : EASEMENT: EXTRA FOOTAG E: @ $ /Foot _ EXTRA DEPTH: @ $ /Foot LATERAL FEE SERVICE ADDRESS: TRACT NAME/NO. LCV # 5 .LOT#_ ASSESSOR'S PARCEL NO.:. TYPEOFBUILDING. stated- 215-240-01-04 __NO./UNITS_4_ INSPECTION DEPOSIT. PRORATED SEWER SERV. FEE. TOTAI PAID BY: CASH 6,000.00 _CHECK#_1024 Total number of EDU's=74 The undersigned hereby agrees thattoe above information given is correct and agrees to the conditions as Supple, to 13001 & 15286 W.V.R. Rec'd. By 18606-18609 Account No. Ref: 15 S. PERMIT 1 6/3/81 Owner's Name LEUOADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Caringa Investments, Inc.Phone No. 454-3213 Mailing Address i??a Prncpert street. La Jolla, CA 92037 Service Address: Carinqa Way, 4 1o5s Tract Description:^ #229,230,231,232 - La Costa Valley, Unite No. 5 Assessor's Parcel No. Type of Building condos No. Units 20 Connection Fee $30,000. Lateral Size: 4" 6" _ Extra Footage: @ $_ No. Units 20 8" Saddle Easement Connection Extra Depth: & $ 4,000. prepaid 26,000. bal. due Amount Rec'd $ Ck. No/Cash Date Rec'd By 26, OOP. PC 2/11/82 Lateral Fee Prorated Sewer Service Fee Total $30,000. The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service laferal 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 point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. 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 IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC^ TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees j to the conditions as, stated. ' 2/11/82 Date /5286-15305 Account No. LEUCADIA COUNTY WATER DISTRICT POST OFFICE BOX 2397 • LEUCADIA. CALIFORNIA 92O24 « 7S3-0133 ?'6 ' 5* J' -> ' July 18, 1985 RE: APPLICANT: K.N. Partners TRACT NAME: TRACT NUMBER: LOCATION: Lots 229-232 La Costa Valley #5 APN 215-240-01,02,03,04 PROJECT DESCRIPTION: 74 unit apartment-70 permits paid for-4 additional needed Gentlemen: The referenced project is located within the boundaries of the Leucadia County Water District. Sewer permits are currently being issued for new connections pursuant to Leucadia County Water District Ordinance No. 51 (copy attached). It can be reasonably expected that service will be available to each lot/dwelling unit of this project concurrent with need. The District has plans to expand its treatment facilities and expects to have additional firm capacity. This letter is valid for two years and is transferable to a new owner upon approval of the District. Yours very truly, LEUCAOIA COUNTY WATER DISTRICT / I DATED: Joan R. Geiselhart Secretary-Manager FOR FlNftfcvSUBOIVISION MAPS: In connection with the above-referenced project's application for a final subdivision map, it is hereby confirmed that sewer permits are oJr^ently available for purchase from the District pursuant to Ordinance No. 59 for tn>vjots shown on the Final Map. Each Final Map approved in reliance upon this letter^s.hall bear a notation as follows: "NOTE: This subdivision is apphai(ed upon the express condition that building permits will not be iSs^ed for development of the subject property unless the necessary s&wer permits from the Leucadia County Water District have been ob>iijned. Yours very truly> LEUCADIA COUNTY WATER Dl DATED: Joan R. Geiselhart Secretary-Manager DISTRICT OFFICE: IflttO LA COSTA AVENUE - CARLSBAD, CALIFORNIA .'S LEUCADIA COUNTY WATER APPLICATION FOR SEWER SERVICE C.A ringa' Invps talents.Owner's Name Mai 1 ing Addr es s 5333 Missio'nsCenter Road, Suite San Diego, Service Address: L Tract Description: lots 223~232/(inclu] La Costa Valley If5 Assessor's Parcel No. j^~• -?"••''(?/ -2~ Phone No.:297-548Q No. Units 50Type of Building Condos Lateral Size: 4" 6" 8" Saddle Easement Connection Extra Footage: @ $ Extra Depth: & $ Connection Fee $75,000.00 Amount Rec'ri $75.000.00 Ck. No/Cash 0846 Date 9/15/80 Rec'd By $. Williamson Lateral Fee Prorated Sewer Service Fee _ _ Total $ 75,000.00 The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. : 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 point in the street (at or near the applicant's property line) where the service lateral is .connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. 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 IT MUST SE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC^ TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions aV stated./- Owner's Signatura #1 \cd; n |i-> i Account No. <-.<- . OQ " CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 6350 Yarrow Drive Ste. A Carlsbad, CA 92009 (438-5710) Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) Project Applicant: Project Address: *<,3*7 / "I^"^ RESIDENTIAL: SQ. FT. of living area SQ. FT. of covered area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By Number of dwelling units SQ. FT. of garage area Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Gpye.rnmgpf r.ndp_^Q&Q—-„--... Project is subject to an existing fee agreement Project is exempt from Government Code 53080 a ), •••'' 4-^4, ^..." c27t>J27'7Final Map approval and construction started bb!£ior-e-September: 1 / 1986. (other school fees paid) Other Residential Fee Levied:vied: $7/J^'//- -&•" vied: $ 2* based on / based on y&#tj, sq. ft.@/• sq. ft.@ Scho^a District Official Title AB 2926 and SB 201 fees are capped at $1.53 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial. Da'te' ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE:8 1929 JURISDICTION: PLAN CHECK NO: (LtTV A An SET: PROJECT ADDRESS; PROJECT NAME; 5" <l#£ifJ<t,A V ie~LJ &PPT.TgANT HECKER FILE COPY HUPS JDESIGNER D The plans transmitted herewith have be*en corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. || The applicant's copy of the check list has been sent to: fl|| Esgil staff did not advise the applicant contact person that plan check has been completed. j\ Esgil staff did advise applicant that the plan check has —been completed. Person contacted: Date contacted:, REMARKS; Telephone l_ By: ESGIL CORPORATION ¥~3-'?~$9 DGA UAA Dvw QDM Enclosures; ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: . /9Z9 Q/= PLAN CHECK NO: QX-^Of? RtO. PROJECT ADDRESS; £395' flJj&JiJa PROJECT NAME; AU&AVTS \il£bJ URISDICTIO? (JHECKElTj JFILE COPY UPS j DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. 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. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. • The applicant's copy of the check list has been sent to: D D D •j Esgil staff did not advise the applicant contact person that ^^ plan check has been completed. j| Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: Q REMARKS: Telephone f_ By: ESGIL CORPORATION DGA DAA Uvw QDM Enclosures fb (L F DTU. 6U LU . T. . PT'I A MULT TH£ ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: (L fT PLAN CHECK NO: 3. PROJECT ADDRESS; £% 9 PROJECT NAME; SET: UJA Y \J)£U> USDICTIO! jPLAN CHECKER JFILE COPY ]UPS (DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I—| The plans transmitted herewith will substantially comply I I with the jurisdiction's building codes when minor deficien- cies identified ; are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ^ The applicant's copy of the check list has been sent to: /?/Q * • Esgil staff did not advise the applicant contact person that plan check has been completed. || Esgil staff did advise applicant that the plan check has — been completed. Person contacted:__ Date contacted: O REMARKS: Telephone #_ By:_ ESGIL CORPORATION •5/W& DGA DAA Dvw QDM Enclosures; Date ADDRCSS; '0: PLAN CORRECTION SHEET >lwu Check No. FOREWORD; PLEASE READ Plan check Is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled 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. A. PLANS 1.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,tc: To facilitate rechecking, pleaae identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker .J Date IZ-- plan check completed •$ P.T. FTTT/J. /<, /?ErauutfLe-c> Foft. THE. >L*C£fflEVT OA PAUJLltib OF />> 7.Xrtoer Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE Bldg. Dept. Esgil PLAN CHECK NO. &8'5O%RE\J. T. BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY TYPE OF CONSTRUCTION \Jn) PHONE NO. ?- /DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION ^U/J ~Rz\JiS>/OiJ Air Conditionine Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA / "H1L. VALUATION MULTIPLIER 7^jf? e @ @ VALUE Oa.fl 9*61 Building Permit Fee $. Plan Check Fee $ C 0 M ME NTSj_ SHEET OF 12/87