Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1384 CYNTHIA LN; ; CB971232; Permit
06/24/^*7 16 Page 1 o-f, Job Ad9ress Permit Type Par eel No: Valuation. BUILDING PERMIT :55 ' 1 : 1384 CYNTHIA LN Su^fce. : SINGLE FAMILY DWLNG - DETACHED ,-**' 156-230-01-00 L6t#: 242,476 <-, Permit No, Project Noi Development No CBi>71232 A3701604 Occupancy Group: ,. Reference*: Description: 2.902 SF HOUSE AND 64/2: JGARAGE& : 60 SF DECK & 198 SF PATIO Appl/Ownr : WORTHING, BROOKS P/O. 1041 .CARLSBAD, CA. 92pl8 *** Fees Required *** 760 Construction Type Statusi Applied; Apr/Issue; Entered By: 729-3965 VN ISSUED 05/14/97 06/24/97 MDP *** 6286 06/24/97Fees Collected &i 01 17,229. it 02 1M95.0C Fees: Adjustments: Total Fees: Fee description Number of Number t>f, Batifiroom, Building Plan Check Strong^Motion Fee; Enter "Y" Entfer "Yw to Aut * BUILDING TOTAL' Etiter #Units $ Code-, Ent'er "Y". fof Plumbi Each Plumbing Fixture E&ch Building,Sefrer Each Install/Repair Water Each Wa-ter Heater and/or Vent Gas,v Piping Sypftem Each Vacuum Breaker * PLUMBING TOTAL Enter "Y" fof E-lect'nc Issue Fee > Single Pha,se,,,P£r AMP > * ELECTRICAL TOTAL Erfter 'Y' for Mechanical Issue Fee> Install Fur^i/Ducts/Heat Puiivps > Each Egchaus-t Fan > Each Instali/Reloc Vent > * MECHANICAL TOTAL PLDA A . , > Construct ifousingf Y/N) 9 > Enter Impacj; Fee > .00 736,00 16,493,pO E?t,t fee Data S . 00 .3.00 Y 200 7 41, 00 24.00 4413.00 4074.001 395.00 Y . 445.00 11232:, 00 24*30.00 D5/8 20.00 Y 10 5.. 00 15.00 7.00 7 ..00 7.00 28.00 189. 00 10 00 Y 50 00 60.00 CITY OF 2075 Las Palmas Dr , Carlsbad, PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr, Carlsbad CA 92009 (760)438-1161 1 PROJECT INFORMA' FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date Address (include BldgfcuitB #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel It 156 Existing Use Proposed Use Description of Work SO FT #of Stories # of Bedrooms # of Bathrooms 2.CONTACT PERSON (if different from applicant) woRTHTNr:. R.A. TNP. . P.O.BOX Name 3 APPLICANT ....a- IO . Contractor R.A. Address Q Agent for Contractor. IMP, P,n Rnx VT 1041 O 'b wnei% 1041 C JZARLSBAD, CA 9201 City O Agent for Owners1 i.; "A.PLSRzmr'A Q9Q18 •4™y 8 (61 State/Zip (619) 9) ~=>- 729-3965 Telephone ff 3 0 - 7 0 fi R 799 Fax 0784 tt F Name 4 PROPERTY OWNE Address Name " Address City State/Zip Telephone # 5 CONTRACTOR - COMPANY NAME (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) R.A. TUP. P.O-ROY 1041 CARLSBAD. CA 92018 519)79Q Name State License # Address License Class _ 1 City State/Zip City Business License # Telephone # 9 C\ C\ J&± Address J£4L TelephoneDesigner Name State License ff ;6 ' WORKERS'COMPENSATION . ' ^ ;.I:J: ' ^ Jf- . .:»;"' .:!t .sf" Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations l~l I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued [J^ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are ill Insurance Company gTATE FUMD Policy No 229 — 6537 Expiration Date ft ryP (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7 OWNER-BUILDER DECLARATION ' -tBf, i :f: .'Mi' :!:.. ""'J:'\ ", •••• "f- •;} I hereby affirm that I am exempt from the Contractor's License Law for the following reason 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) l~l I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts tfon^such projectsi^with,.contractor(s)/'liperised pursuant to the Contractor's License Law) % ' v'v~ •'"" 1/"" r*1 ~~J'^'V ~J~" ; rt/Vl~l I am exempt under Section Business and Professions Code for this reason W" ' ?OG" A' 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement d YES ONO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDiNGJPERMITS ONLYffii ,, f € • ::- < s&i Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? d YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 Q YES [H NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? O YES C] NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S ADDRESSLENDER'S NAME 9.^APPLICANT CERTIFICATION ;-.,. "\, ''??«fe... " ';i!fSy jfc.. "°:;r ' -'.^ ""' '•••"-" -L :;:l: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work j§,comrnfinced for a period of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE DATE VHI7E File YELLOW Applicant PINK Finance FINAL BUILDING INSPECTION DEPT:' BUILDING ENGINEERING FIRE ^PLANNING CMWD ST LITE PLAN CHECK*: CB971232 DATE: 03/09/98 PERMIT*: CB971232 PERMIT TYPE: SFD PROJECT NAME: 2902 SF HOUSE AND 642 GARAGES 60 SF DECK & 198 SF PATIO ADDRESS: 1384 CYNTHIA LN CONTACT PERSON/PHONE#: C/TERESA/729-3965 SEWER DIST: WATER DIST: INSPECTED £y ^ZP/jLf DATE BY: y-^W777^C INSPECTED: -Y ?'//£/ APPROVED ^ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: PERMIT* CB971232 DESCRIPTION: 2902 60 CITY OF CARLSBAD INSPECTION REQUEST FOR 04/08/98 SF HOUSE AND 642 GARAGES SF DECK & 198 SF PATIO TYPE: SFD JOB ADDRESS; APPLICANT: CONTRACTOR: OWNER: 1384 WORTHING, CYNTHIA BROOKS LN PHONE: PHONE: PHONE: INSPECTOR AREA PK PLANCK* CB971232 OCC GRP CONSTR. TYPE VN STE: /-^ LOT: 760 729-3965/ REMARKS: C/TERESA/729-3965 SPECIAL INSTRUCT: INSPECTOR TOTAL TIME: —RELATED PERMITS—PERMIT* TYPE STATUS SE970091 SWRSD ISSUED CD 19 29 39 49 LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 040698 Final Structural 040698 Final Plumbing 040698 Final Electrical 040698 Final Mechanical 030998 Final Combo 102397 Exterior Lath/Drywall 102397 Interior Lath/Drywall 102297 Interior Lath/Drywall 102197 Interior Lath/Drywall 102197 Interior Lath/Drywall 101497 Insulation 100797 Rough Combo 100697 Rough Combo 100197 Rough Combo 091697 Shear Panels/HD's 091297 Shear Panels/HD's 091197 Shear Panels/HD's 090597 Shear Panels/HD's 081897 Roof/Reroof 081897 Shear Panels/HD's 080797 Compliance Investigation 080797 Compliance Investigation 072497 Const. Service/Agricultural 071197 Underground/Conduit-Wiring 071197 Ftg/Foundation/Piers 071197 Underground/Under Floor ACT CO AP AP AP CO AP AP NR CA CO AP AP CA CO AP CO CO CO AP NR SW AP AP AP AP AP INSP PK PK PK PK PS PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK COMMENTS HANDRAILS - DRIVEWAY CORR INCOMPLETE RESET FOR 10-22-97 LEFT NOTICE OK TO INSULATE BY GAYLE SAM 10-6-97 NOTICE DATED 10-1-97 SEE BELOW SAME ISSUES-SEE NOTICE OK TO ROOF ONLY @ 6AM OK TO WORK 9AM OK TO RELEASE TPPB UFFER CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB971232 FOR 04/06/98 DESCRIPTION: 2902 SF HOUSE AND 642 GARAGES 60 SF DECK & 198 SF PATIO TYPE: SFD JOB ADDRESS: 1384 CYNTHIA LN APPLICANT: WORTHING, BROOKS PHONE: CONTRACTOR: PHONE: OWNER: PHONE: STE: 760 729 REMARKS: C/TERESA/729-3965 SPECIAL INSTRUCT: INSPECTOR INSPECTOR AREA PK PLANCK# CB971232 OCC GRP CONSTR. TYPE VN LOT: TOTAL TIME: —RELATED PERMITS—PERMIT* TYPE STATUS SE970091 SWRSD ISSUED CD 19 29 39 49 LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ACT COMMENTS (jl) X/WQ feAlus;f~\w_ ***** INSPECTION HISTORY ***** DATE DESCRIPTION 030998 Final Combo 102397 Exterior Lath/Drywall 102397 Interior Lath/Drywall 102297 Interior Lath/Drywall 102197 Interior Lath/Drywall 102197 Interior Lath/Drywall 101497 Insulation 100797 Rough Combo 100697 Rough Combo 100197 Rough Combo 091697 Shear Panels/HD's 091297 Shear Panels/HD's 091197 Shear Panels/HD's 090597 Shear Panels/HD's 081897 Roof/Reroof 081897 Shear Panels/HD's 080797 Compliance Investigation 080797 Compliance Investigation 072497 Const. Service/Agricultural 071197 Underground/Conduit-Wiring 071197 Ftg/Foundation/Piers 071197 Underground/Under Floor 070797 Underground/Under Floor ACT CO AP AP NR CA CO AP AP CA CO AP CO CO CO AP NR SW AP AP AP AP AP PA INSP PS PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK PK COMMENTS CORR INCOMPLETE RESET FOR 10-22-97 LEFT NOTICE OK TO INSULATE BY GAYLE SAM 10-6-97 NOTICE DATED 10-1-97 SEE BELOW SAME ISSUES-SEE NOTICE OK TO ROOF ONLY @ 6AM OK TO WORK 9AM OK TO RELEASE TPPB UFFER SEE NOTICE 7/7/97 > I. CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB971232 FOR 09/12/97 DESCRIPTION: 2902 SF HOUSE AND 642 GARAGE& 60 SF DECK & 198 SF PATIO TYPE: SFD JOB ADDRESS:1384 APPLICANT: WORTHING, CONTRACTOR: OWNER: CYNTHIA LN BROOKS PHONE: PHONE: PHONE: INSPECTOR AREA PK PLANCK* CB971232 OCC GRP CONSTR. TYPE VN STE: LOT: 760 729-3965' REMARKS: C/TERESA/729-3965 SPECIAL INSTRUCT: INSPECTOR TOTAL TIME: —RELATED PERMITS—PERMIT* TYPE STATUS SE970091 SWRSD ISSUED CD LVL DESCRIPTION ACT COMMENTS 13 ST Shear Panels/HD's ***** INSPECTION HISTORY ***** DATE DESCRIPTION 090597 Shear Panels/HD's 081897 Shear Panels/HD's 081897 Roof/Reroof 080797 Compliance Investigation 080797 Compliance Investigation 072497 Const. Service/Agricultural 071197 Ftg/Foundation/Piers 071197 Underground/Under Floor 071197 Underground/Conduit-Wiring 070797 Underground/Under Floor ACT CO NR AP SW AP AP AP AP AP PA INSP PK PK PK PK PK PK PK PK PK PK COMMENTS OK TO ROOF ONLY @ 6AM OK TO WORK 9AM OK TO RELEASE TPPB UFFER SEE NOTICE 7/7/97 CITY OF CARLSBAD NO BUILDING INSPECTION DEPARTMENT JOB ADDRESS GENUS TRACT NO WERMIT NUMBER PLAN FILE NUMBER CONTRACTOR OWNER OR PERMITTEE NAME MAIL ADDRESS FOR D OWNER, OR D CONTRACTOR J VIOLATION RE) REVERSE SIDENOTE PRESENT THIS NOTICE WHEN MAKING APPLICATION FOR PERMIT 1—1 NO PERMIT - STOP WORK - REMOVE CONSTRUCTION, OR OBTAIN PERMIT AND MAKE ANY I—1 WORK COMPLY WITH BUILDING LAWS (See comments on reverse side regarding penalty fees) I—1 CONSTRUCTION NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT - STOP WORK I—I MAKE EXISTING WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE IT r—| CALL PLANING DEPARTMENT AT 438-1161, CONCERNING VIOLATION OF ZONING I—I REGULATION LISTED BELOW l"-"-i'ihv* i.,STOP WORK - UNTIL AUTHORIZED TO CONTINUE BY THE INSPECTOR D CONTACT CODE ENFORCEMENT OFFICER AT 438-1161 ;„• •;.-'' D CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT AT 438-3550 •A. D CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED^ D PAY REINSPECTION FEE (See Back), THEN D CALL FOR REINSPECTION AT 438-3101 CORRECTIONS REQUIRED WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED \ , ff(*f /VtJ JA(/ 1 X A// y — A "7 7 - THE ACTIONS^OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN MUNICIPAL CODE REQUIRES PENALTY FEES WHEN WORK HAS BEEN STARTED WITHOUT PERMIT' . DAYS THE CARLSBAD TSAME»eFMNSPECTOR"(PRINT)&* INSPECTOR S SIGNATURE IN 13 (Rev 2/86) OFFICE TEL NO 7 00 A M TO 8 00 A M 3 00 P M TO 4 00 P M MONDAY THRU FRIDAY BUILDING ELECTRICAL HEATING PLUMBING REFRIGERATION COMBINATION 3 «S*.3 C5» «=3 C CITY OF CARLSBAD NO BUILDING INSPECTION DEPARTMENT JOB ADDRESS GENUS TRACT NO VBERMIT NUMBER PLAN FILE NUMBER CONTRACTOR OWNER OR PERMITTEE NAME **~^*l MAIL ADDRESS FOR D OWNER, OR C CONTRACTOR D VIOLATION ^7READ REVERSE NOTE SIDE PRESENT THIS NOTICE WHEN MAKING APPLICATION FOR PERMIT |—I NO PERMIT - STOP WORK - REMOVE CONSTRUCTION, OR OBTAIN PERMIT AND MAKE ANY I—I WORK COMPLY WITH BUILDING LAWS (See comments on reverse side regarding penalty fees) i—1 CONSTRUCTION NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT - STOP WORK I—I MAKE EXISTING WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE IT |—| CALL PLANING DEPARTMENT AT 438-1161, CONCERNING VIOLATION OF ZONING I—I REGULATION LISTED BELOW D STOP WORK - UNTIL AUTHORIZED TO CONTINUE BY THE INSPECTOR CORRECTIONS REQUIRED CONTACT CODE ENFORCEMENT OFFICER AT 438-1161 CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT AT 438-3550 CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED PAY REINSPECTION FEE (See Back), THEN D CALL FOR REINSPECTION AT 438-3101 PARTIAL APPROVED D WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED C — ~ f i 1Cy/v. 1- THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN, _____ MUNICIPAL CODEXREQUIRES PENALTY FEES WHEN WORK HAS BEEN STARTED WITHOUT PERMIT DAYS THE CARLSBAD NAMEOtoSPECTOB (PRINT) INSPECTOR S SIGNATURE IN-13 (Rev 2/86) OFFICE TEL NO 7 00 A M TO 8 00 A M 3 00 P M TO 4 00 P M MONDAY THRU FRIDAY BUILDING ELECTRICAL HEATING PLUMBING REFRIGERATION COMBINATION CITY OF CARLSBAD NO BUILDING INSPECTION DEPARTMENT JOB ADDRESS GENUS TRACT NO PERMIOyNUMBER PLAN FILE NUMBER CONTRACTOR OWNER OR PERMITTEE NAME MAIL ADDRESS FOR : i OWNER OR :: CONTRACTOR VIOLATION NOTE READ REVERSE SIDE I—I NO PERMIT - STOP WORK - REMOVE CONSTRUCTION, OR OBTAIN PERMIT AND MAKE ANY L—J WORK COMPLY WITH BUILDING LAWS (See comments on reverse side regarding penalty fees) |—| CONSTRUCTION NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT - STOP WORK I—I MAKE EXISTING WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE IT |—1 CALL PLANING DEPARTMENT AT 438-1161, CONCERNING VIOLATION OF ZONING I—I REGULATION LISTED BELOW PRESENT THIS NOTICE WHEN MAKING APPLICATION FOR PERMIT D STOP WORK - UNTIL AUTHORIZED TO CONTINUE BY THE INSPECTOR 'CORRECTIONS REQUIRED CONTACT CODE ENFORCEMENT OFFICER AT 438-1161 CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT AT 438-3550 CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED PAY REINSPECTION FEE (See Back), THEN D CALL FOR REINSPECTION AT 438-3101 D PARTIAL APPROVED C] WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED /A ) /H /*S7Ai-*j£-~ £Q^,/JTi5UI FHi ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN MUNICIPAL CODE .REQUIRES PENALTY FEES WHEN WORK HAS BEEN STARTED WITHOUT PERMIT DAYS THE <£AF(LSBAD ' NAME OF INSPECTOB<(PRINT) INSPECTOR S SIGNATURE IN-13(Rev 2/86) OFFICE TEL NO 7 00 A M TO 8 00 A M 3 00 P M TO 4 00 P M MONDAY THRU FRIDAY X X y BUILDING ELECTRICAL HEATING PLUMBING REFRIGERATION COMBINATION 7~-~ - f .CITY OF'^ARLSBAQ B&ILDING DEPARTMENT NOTICE 438-3550 2075 LAS PALMAS DRIVE DATE, LOCATION. PERMIT NO_ TIME. ~r J if-^e -r £*? J /JJL yp •JT 1 ,2*^ »^. J FOR INSPECTION CALL $38-3101 RE-INSPECTION FEE DUE? | | YES 0/7 FOR FURTHER jflgQRMATION, CONTACT. PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER © NOTICECITY OF CARLSBAD? " ~ ^^ " " ^^ ^^ 438-3550 BUILDING DEP^TMENT 2075 LAS PALMAS DRIVE DATE ' '/ ' ' TIME LOCATION / PERMIT NO / 7- & /rtuS/WS \<&SL/Z.C-C -r-z- n 'h J T FOR INSPECTION CALL 438-3101 RE-INSPECTION FEE DUE? | | YES FOR FURTHER INFORMATION, CONTACT _PHONE TOR/BUILDING INSPECTOR/ CODE ENFORCEMENT OFFICER d'fY OF CARLSBAD ' BUILDING DEPARTMENT DATE. 438-3550 2075 LAS PALMAS DRIVE TIME, LOCATION. PERMIT NO ?•?-/?3 /f f tf u &<*/& - /JO / ft ~ FOR INSPECTION CALL 438-3101 RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT YES PHONE CODE ENFORCEMENT OFFICER , OF CARLSBAD,NOTICE .BUILDING DEPARTMENT•» DATF &' 7- *7 438-3550 2075 LAS PALMAS DRIVE TIME, LOCATION.3X</ < PERMIT NO. -nfL y* J FOR INSPECTION CALL 438-3101 RE-INSPECTION FEE DUE? FOR FURJHERONFORMATION, CONTACT YES PHONE BUILDINGJW6PECTOR CODE ENFORCEMENT OFFICER QJTY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE * ^ ^^ * * ^^ ^^" LOCATION X3S1/ PERMl'fNO 438-3550 2075 LAS PALMAS DRIVE 5" ' <3 r j*Z y*7 // T~G> -A- FOR INSPECTION CALL 438-3101 RE-INSPECTION FEE DUE? YES FOR FURTHER INFORMATION, CONTACT PHONE CODE ENFORCEMENT OFFICER JOB. TH&A, INC. Engineering and Code Consuhants 125 West Mission Ave Suite 201 Escondido, CA 92025 SHEET NO CALCULATED BY_ CHECKED BY _ SCALE _ OF DATE. DATE. Of H/V-S THE PRODUCT 2M 1 (Sinjie Sneelsl 205 1 iPated. fnaaa]K\ct Gralcr Mass OH7I TcO'dtr PHOK TOIL fRES 1-800 225 638G Carlsbad 97-1232 May 27, 1997 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION. PLAN CHECK NUMBER *?7-1"2-3"2- OWNER'S NAME" I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer's/Architect's Seal & Signature Here Signed 1. List of work requiring special inspection 5| Soils Compliance Prior to Foundation Inspection Q Structural Concrete Over 2500 PSI n Prestressed Concrete n Structural Masonry n Designer Specified D Field Welding D High Strength Bolting C] Expansion/Epoxy Anchors [H Sprayed-On Fireproofmg D Other 2. Name(s) of mdividual(s) orfirm(s) responsible for the special inspections listed above. A B C. 3. Duties of the special inspectors for the work listed above A B C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site EsGil Corporation Professionalflan Review "Engineers DATE June 19, 1997 q__APPLICANT __JURIS, JURISDICTION Carlsbad [J~PLAN~REVIEWER a FILE PLAN CHECK NO 97-1232 SET II PROJECT ADDRESS 1384 Cynthia Lane PROJECT NAME Books & Parrels Worthing SFD The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below 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 I | The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person I | The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS Applicant shall provide a "Special Inspection Program" to the Building Official By Sergio Azuela Enclosures Esgil Corporation D GA D CM D EJ D PC 6/10 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (619)560-1468 + Fax (619) 560-1576 EsGil Corporation Professional flan Review "Engineers DATE May 27, 1997 a APPLICANT JURISDICTION Carlsbad Q-ptA"NREVIEWER Q FILE PLAN CHECK NO 97-1232 SET I PROJECT ADDRESS 1384 Cynthia Lane PROJECT NAME Brooks & Parrels Worthing SFD I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below 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 Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person <X] The applicant's copy of the check list has been sent to Worthing B A Inc P O Box 1041, Carlsbad, CA 92018 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Sergio Azuela Enclosures Esgil Corporation D GA D CM D EJ D PC 5/19 trnsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (619)560-1468 + Fax (619) 560-1576 Carlsbad 97-1232 May 27, 1997 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 97-1232 JURISDICTION Carlsbad PROJECT ADDRESS 1384 Cynthia Lane FLOOR AREA 2,902 SF Dwelling 642 SF Garage, 198 SF Patio 60 SF Deck REMARKS DATE PLANS RECEIVED BY JURISDICTION 5/14/97 DATE INITIAL PLAN REVIEW COMPLETED May 27, 1997 STORIES 2 HEIGHT 23 FT DATE PLANS RECEIVED BY ESGIL CORPORATION 5/19 PLAN REVIEWER Sergio Azuela FOREWORD (PLEASE READ): This plan review is limited to the 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 disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with Title 24 and the following model codes 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1994 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, please note on this list for a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3forwdot Carlsbad 97-1232 May 27, 1997 • PLANS 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 Specify on the Title Sheet of the plans the gross floor area of each element of this project, including, patio and deck Section 106 3 3 3 Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code) 4 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below Section 106 3 2 • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION 5 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form Carlsbad 97-1232 May 27, 1997 • FIRE PROTECTION 6 Show locations of permanently wired smoke detectors with battery backup a) When sleeping rooms are upstairs, at the upper level in close proximity to the stair • NOTE Detectors shall sound an alarm audible in all sleeping areas of the unit Section 3109 1 • GENERAL RESIDENTIAL REQUIREMENTS 7 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 (see exceptions) a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors Show it on plans for the M. Bedroom French Door. b) Walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface Show it on plans for the 3050 SH windows at the rear side wall of the stairway. • EXITS, STAIRWAYS, AND RAILINGS 8 Guardrails (Section 509 1) a) Shall be installed at all unenclosed floor openings Show it on plans at the stairway opening side of the upper floor landing. 9 The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one hour fire-resistive construction Section 1006 12 • ROOFING 10 Specify roof material and application Chapter 15 Specify on plans a minimum of Type 15 felt as underlayment. • GARAGE AND CARPORTS 11 Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling Table 3-B, Section 302 4 Clearly show on plans if the fire protection at the floor-to-ceiling between the House and the Garage shall be returned, following the wall surface on the upper level all the way up to the roof sheating. If this arraignment is not followed please show the ICBO # for the roof-to-ceiling with trusses @ 24" O/C. Carlsbad 97-1232 May 27, 1997 12 Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling Section 302 4 13 Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold Section 1004 9 Show it on plans for the 2668 door at the rear side of the Garage. 14 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 308, UPC Section 5101 • FOUNDATION REQUIREMENTS 15 Per soils report, note on the plan the soils classification and whether or not the soil is expansive Section 1804 3 16 The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report" 17 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents • FRAMING 18 Per UBC Section 2343 6, provide the following note on the plans if trusses are used "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord a) Identity of the company manufacturing the truss b) The design load c) The spacing of the trusses " • MECHANICAL (UNIFORM MECHANICAL CODE) 19 Show the size, location and type of all heating and cooling appliances or systems Carlsbad 97-1232 May 27, 1997 20 Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room Exceptions a) Direct vent furnaces, enclosed furnaces and electric heat furnaces b) Access to furnaces located in an attic or underfloor crawl space may be through a closet Section 315 1, UMC 21 Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic Section 319 4, UMC 22 Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space Sections 319 6 and 320 1, UMC 23 Note on the plans that approved spark arresters shall be installed on all chimneys UBC, Section 3102 3 8 • PLUMBING (UNIFORM PLUMBING CODE) 24 Show that water heater is adequately braced to resist seismic forces Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank) UPC, Section 5100 25 Provide a note on the plans In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves UPC Section 4107 26 New water closets and associated flushometer valves, if any, shall use no more than 1 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112 19 2 H & S Code, Section 17921 3(b) • CARLSBAD S.F.D. & DUPLEX SUPPLEMENT 27 For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Carlsbad 97-1232 May 27, 1997 Have changes been made to the plans not resulting from this correction list"? Please indicate Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation Thank you Carlsbad 97-1232 May 27, 1997 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER OWNER'S NAME I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer's/Architect s Seal & Signature Here Signed 1 List of work requiring special inspection- CD Soils Compliance Prior to Foundation Inspection Q Field Welding n Structural Concrete Over 2500 PSI Q High Strength Bolting [H Prestressed Concrete Q Expansion/Epoxy Anchors D Structural Masonry Q Sprayed-On Fireproofmg D Designer Specified Q Other 2 Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above A B C 3 Duties of the special inspectors for the work listed above A B C Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site Carlsbad 97-1232 May 27, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Sergio Azuela BUILDING ADDRESS 1384 Cynthia Lane BUILDING OCCUPANCY R-3 & U-l PLAN CHECK NO 97-1232 DATE May 27, 1997 Brooks & Parrels Worthing SFD TYPE OF CONSTRUCTION VN BUILDING PORTION Dwelling Garage Deck Patio Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (ft2) 2,902 642 60 198 VALUATION MULTIPLIER 7800 2200 11 00 675 VALUE ($) 226,356 14,124 660 1,336 242,476 IE! 1991 UBC Building Permit Fee D Bldg Permit Fee by ordinance $ 1,14000 [X] 1991 UBC Plan Check Fee D Plan Check Fee by ordinance $ 741 00 Type of Review £3 Complete Review d Structural Only d Hourly D Repetitive Fee Applicable d Other Esgil Plan Review Fee $ 592 80 Comments Sheet 1 of 1 macvalue doc 5196 DATE City of Carlsbad Engineering Department BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB /-/). - 3-30 - Q/EST VALUE ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By By Date Date Date FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name David Rick City of Carlsbad Address 2075 Las Palmas Dr, Carlsbad, CA 92009 Phone (619) 438-1161, ext 4324 A-4 CA 92OO9^576 • (619) 438-1161 • FAX (619) BUILDING PLANCHECK CHECKLIST SITE PLAN A SL/ 2NDi/ 3RCV Q Q Q 1 Provide a fully dimensioned site plan drawn to scale Show Arrow Property Lines Existing & Proposed Structures ^JE,- Easements /\PM> Existing Street Improvements •"£- Right-of-Way Width & Adjacent Streets «y6 Driveway widths Q Q 2 Show on site plan A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography 3 Include on title sheet Site address ssessor's Parcel Number egal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE Q Q 4a Project does not comply with the following Engineering Conditions of approval for Project No Q Q 4b All conditions are in compliance Date H \WORD'OOCS\CHKLSTiBuMing Plancheck Cklsl BP0001 Form DR doc rJ BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 1 slr 2N[V 3RDy 21 Q Q 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ , pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an-8 1/4" x 11" plat map and submit with a title report All easement documents must be approved and. signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS Q Q Q 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ , pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows H \WORO\DOCS\CHKLST\Buildma Planchock Cklst BP0001 Form DR doc BUILDING PLANCHECK CHECKLIST Ist^ ondi/ ord^Z J Q Q Q 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy OAJ Ctt/THW t GRADING PERMIT REQUIREMENTS i The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code Q Q Q 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) Q Q Q 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date Q Q 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) Q Q 7d No Grading Permit required MISCELLANEOUS PERMITS Q Q 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway into public storm drain, sewer and water utilities Right-of-Way permit required for H \WORD\DOCS\CHKLST\Building Plancheck Cklst BP0001 Form OR doc BUILDING PLANCHECK CHECKLIST st/ >yv\J ord/ Q Q 9 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page Q Q 10 INDUSTRIAL WASTE PERMIT is required Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit Industrial Waste permit accepted by Date 11 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first 12 Ql Required fees are attached Q No fees required 13 Additional Comments. H \WORD\DOCS\CHKLST\Buildmg Plancheck Cklsl BP0001 Fom DR doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant D Calculation based on building plancheck plan submittal Address JS\ _ Bldg Permit No &3 7 7- Prepared by L) . RvVu<- Date 5- glS-?? Checked by Date EDU CALCULATIONS List types and square footages for all uses Types of Use 6 F Kel. Sq Ft /Units EDU's APT CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units ADT's FEES REQUIRED PUBLIC FACILITIES FEE REQUIRED Q'YES D NO (See Building Department for amount) WITHIN CFD D YES (no bridge & thoroughfare fee, reduced Traffic Impact Fee) BM PARK-IN-LIEU FEE PARK AREA / FEE/UNIT ' X NO UNITS _ =$ &2 TRAFFIC IMPACT FEE ' ADT's/UNITS 1 X FEE/ADT J oH® =$ BRIDGE AND THOROUGHFARE FEE ADT's/UNITS X FEE/ADT =$ JJ/T4 FACILITIES MANAGEMENT FEE ZONE / UNIT/SQ FT X FEE/SQ FT /UNIT = $. 5 SEWER FEE PERMIT No S&ll'tf) EDU's ( X FEE/EDU |f%|O =$ BENEFIT AREA DRAINAGE BASIN / cuu s FZ 6 DRAINAGE FEES PLDA f\~ ACRES -M fl/T 7 SEWER LATERAL ($2,500) =$I* EDU's X FEE/EDU = $ HIGH /LOW ^ I- m ' i*"""! 1 <. "/ *l . b/°*- =$ J)/ / TOTAL OF ABOVE FEES* $ *NOTE This calculation sheet is NOT a complete list of all fees which may be due Dedications and Improvements may also be required with Building Permits P \DOCS\MISFORMS\BP0002 FRM REV 01/22/97 aa o ID. D D v. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Address Planner Greg Fisher APN 7<i Phone (619) 438-1161, extension 4328 Type of Project and Use. Zone f*-^ Facilities Management Zone CFD (in/orff)# Circle (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department) Legend Item Complete / Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION. Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required: APPROVAL/RESO NO ^_ PROJECT NO YES NO TYPE DATE OTHER RELATED CASES: Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority7 YES NO If California Coastal Commission Authority Contact them at - 3111 Cammo Del Rio North, Suite 200, San Diego CA 92108-1725, (619) 521-8036 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed7 If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # YES NO Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed D Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) (Date Entry Completed? YES NO _ Site Plan: | | 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines | | 2 Provide legal description of property and assessor's parcel number Zoning: K 1 1 1- Setbacks: Front Int Side Street Side- Rear: Required ^M Required £> \ Required _- Required /^LN ^J ( j | | 2. Accessory Structure Setbacks- \ Front- Required _____ — — Int Side -^— —«-'-' Street Side*-- -^ j7 CD CH 3 Lot Coverage. Si D 4 Height K/"^t"*-! I I 5. Parking Spaces Guest Spaces | [ | Additional Comments ReqolreS Required • — Required J Required Jz~ t^/0 Required XIRequired ^^ Required Shown *U t Shown ^G'1 ^ t^— Shown — Shown ^-fl SfTowfi " Shown Shown "BTi&wn^. Shown ~^ ' /& ^ Shown ^Ol Shown / Shown ' ' OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE MAR 10 '98 03 53AM T M COBB S D P. 1/1 T.M. COBB DOORS D WINDOWS D MILL-WORK March 10, 1998 Doors Unlimited 1316 Armorlite Drive San Marcos, CA. 92069 REF: Purchase Order - Cynthia 1384 Cynthia Lane Carlsbad, CA, 92008 Work Order # 388087 To Whom it May concern: This letter is to certify that the 3/0 x 6/8 1 3/4 SC colonist door with 20 Minute ink Stamp purchased on invoice # 920706, dated 11/4/97, for the above referenced job, meets or exceeds the specifications as outlined by California State Fire Marshall's 1/3 Hour Fire door rating on 1 3/4 thick solid core doors, regardless of the size. Sincerely, Richard D. Smith office Manager T.M. Cobb company San Diego CORPORATE OFFICE SlOO E *TM ST SANTA ANA CALIFORNIA B2TOS 7H/34Z Z»TC FAX 7H/B4Z-l06e BRANCH WAREHOUseS SAN OIEGO RIVERSIDE CAMARIU-O SACRAU6NTO MANUFACTURING PLANTS STOCKTON RIVERSIDE SAN BERNARDINO CHINO LOS ANQELES TH& A, INC Engineering and Code Consultants 2581 Vista Logo Terrace Escondldo, CA 92029 (610)740-5112 STRUCTURAL CALCULATIONS CYNTHIA LftNE PROJECT (97-15) CftRLSBAD, CMJPDRNIA ' 1997 ^ TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029(619) 746-5112 JOB.Mft <J SHEET NO . A" 4p/U Mo- I5£— CALCULATED BY_ CHECKED BY SCALE r-H DATE M 'I Notes . Structural calculations are for the analysis or design of primary structural systems and elements Other connections and attachments of non-structural elements, or systems are the responsibilities of the architectural designer unless they are shown otherwise by the Engineer . This calculations and specifications are for this address only. Any other use is not allowed and Engineer shall not be responsible for the unauthorized use . Architectural designer is responsible for all apphcable sketching details on plans which should represent required framing conditions, details needed for construction purposes ToOneiMX TOUFW TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 SHEET MO CALCULATED BY_ CHECKED BV _ SCALE _ OF DATE. DATE. 23-r-x-i fop. c** \.o ft 4<to ^ 'C/V l.fr XfO^ i>»C for! •oru mnb«is>Miimii'MM.^inM7>iK bom him OHM loMiiion muni i TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 JOB. SHEET NO .OF. CALCULATED BY_ CHECKED BY SCALE. DATE. DATE. I ill' ' lS.nqt Snw>. M5 i iPjSM. ftfnsj,- Int GiDon Mais OI4.'I loOU'i PHONI lULi FRIF I 600 ?2S 63HC TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 SHEET NO . CALCULATED BY_ CHECKED BY SCALE T-Jf OF. DATE. 1 f > H 1 I II TTTTT7r'^04 Tmo V D/L-n ^ / -52. \ / , 69'-! C*? / l/oo i lSu«lt SIWSI!» I iPjMMl /Arn.1/,, ln[ Giolon MJSI 01471 lo Or«r PKONt lOLt fRII I 100 2!S (38C TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido. California 92029(619) 746-5112 .inn — — — SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. "yr ''f ( BXui -IT"- 17 0 6. u ' i;::!:1. "!J iSnyK Mic«". :•') •; .anr? iyPtrj: lr:i tiii'li-r- Mj'^J L1'^ ' !n I:»|H!' H(INI l!)l I IWM 1 giyj !.'M; TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 JOB^=_v-( SHEET NO CALCULATED BY_ CHECKED BY _ SCALE _ OF DATE. DATE. (S 'x r,roitr MU ou'i loom;'mow I'jiumi :« TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 JOB. SHEET NO .OF. CALCULATED BY_ CHECKED BY SCALE. DATE '1 LVL& Pariillani"-PSL Design Properties Design values shown are for 100% load duration 1%" 1 8E WS MICROLLAM LVL DESIGN PROPERTY Moment (ft Ibs ) Shear (Ibs ) Moment of Inertia (in<) Weight (Ibs /lln ft ) DEPTH 5V," 2190 1,830 25 28 7%" 3,520 2,410 55 37 91/2" 5885 3,160 125 48 11%" 8,940 3,950 245 60 14" 12,125 4,655 400 71 16" 15,495 5,320 595 81 18" 19.365 5,985 850 91 1 8E WS MICROLLAM LVL ALLOWABLE DESIGN STRESSES GENERAL NOTES • Lateral support of beam compression edge is required at intervals of 24" o c or closer • See NER 126 for additional design information Shear modulus of elasticity Modulus of elasticity Flexural stress Compression perpendicular to grain parallel to glue line Compression parallel to gram Horizontal shear perpendicular to glue line G = 112,500 psi E = 1 8x 106psi Fb = 2600 psi'" Fci = 750 psi'J> Fc|| = 2460 psi Fv = 285 psi (1) For 12 inch depth For others multiply by I—I (2) Fcl shall not be increased for duration of load 0136 1%" 2 OE WS PARALLAM* PSL 211/ie" 2 OE WS PARALLAM' PSL DESIGN PROPERTY Moment (ft Ibs ) Shear (Ibs ) Moment of Inertia (In-) Weight (Ibs /lln ft) DEPTH 91/*1 6530 3215 125 52 11%' 9950 4020 245 65 14" 13580 4735 400 77 16" 17475 5415 595 88 18" 21 830 6090 850 98 DESIGN PROPERTY Moment (ft Ibs) Shear (Ibs ) Moment of Inertia (In*) Weight (Ibs /lln ft ) DEPTH 9</2" 10025 4935 190 80 11%" 1 5 280 6 170 375 100 14" 20855 7275 615 11 8 16" 26840 8315 915 134 18" 33530 9350 1 305 15 1 3W 2 OE WS PARALLAM PSL 51/4" 2 OE WS PARALLAM" PSL DESIGN PROPERTY Moment (ft Ibs) Shear (Ibs ) Moment of Inertia (In') Weight (Ibs /lln ft) DEPTH 9Vi" 13055 6430 250 104 11 W 19900 8035 490 130 14 27 160 9475 800 153 16" 34 955 10825 1 195 175 18" 43 665 12180 1 700 197 DESIGN PROPERTY Moment (ft Ibs) Shear (Ibs ) Moment of Inertia (In*) Weight (Ibs /lln ft) DEPTH 9V6" 19585 9645 375 156 11%" 29855 12055 735 195 14" 40 740 14210 1 200 230 16' 52430 16240 1 790 263 18" 65495 18270 2550 295 7" 2 OE WS PARALLAM" PSL DESIGN PROPERTY Moment (ft Ibs) Shear (Ibs ) Moment of Inertia (In4) Weight (Ibs /lln ft) DEPTH 9<A" 26 115 12855 500 208 11%" 39805 16070 975 260 14" 54325 18945 1 600 306 16" 69905 21,655 2390 350 18" 87325 24,360 3400 394 2 OE WS PARALLAM5" PSL ALLOWABLE DESIGN STRESSES GENERAL NOTES Lateral support of beam compression edge is required at intervals of 24" o c or closer • See NER 292 for additional design information WS indicates Western Species Western Species may include Douglas fir, lodgepole pine, western hemlock or white fir Shear modulus of elasticity G Modulus of elasticity E Flexural stress Fb Compression perpendicular to gram parallel to wide face of strands Fcl Compression parallel to gram Fc|| Horizontal shear perpendicular to wide face of strands Fv (1) For 12-inch depth Forothers multiplyby I —I (2) FCJ shall not be increased for duration of load = 125 000 psi = 20x10" psi = 2900 psi"' = 650 psil?1 = 2900 psi = 290 psi 0111 Microllam LVL & Parallam PSL - Allowable Holes .2 x Diamolfir ot tho largest holo (minimum) ttdeptn ] r ' ' • " "™ '"f '" -~ ---•'•-r Vi depth ~|"~~ f" <"•> " "I " ": "^Allowed Hole Zone 5 ^ depth j i _1 i Allowed Holo Zone '/a span | Vi ppnn '/i span I GENERAL NOTES i HIP Allownd HolR Zonn in this chart is suilablo lor uniformly loaded boams using rmximum loads for iny tables listnd in this qutdo For othnr told conditions or holo configurations please contact your Trus Joist MacMillan Rpprnspntalivo 7 II morn linn ono holf i1; to bo cnl in boim tho lonqth ot tho uncut boim botwoon holes must bo a minimum of twico the diameter of the largest hole 3 Rectangular holes nre not allowed 4 Holes in cantilevers roquire additional analysis DO NOT cut notch or drill holes in Parallam PSL except as indicated in chart and illustration ROUND HOLE CHART BEAM DEPTH 5'/i" 7% 'through 18" MAXIMUM ROUND HOLE SIZE 1"< 2" PJICJO 2G TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 JOB:JC/z-^u SHEET NO .OF CALCULATED BY_ CHECKED BY SCALE DATE. DATE. t Itr w? TT~ 4 TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 SHFFTNO g£ OF rAi nui ATE DRY | ' f\ nATF ^T ~" t7 " I i r.HFDKFn BY DATF sr.Ai f i »-*~ / /- o /• .4 -> \ / " ' ^ \4^ i»j/A, T * (V \\oo 'n Man li:J-:: l;.'jid:': ''HONL lUiL mil l 800 iTI. 0380 TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 JOB SHEET NO CALCULATED BY CHECKED BY SCALE <H £ VhnM——4- TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 JOB SHEET NO CALCULATED BY. CHECKED BY. SCALE fat All U, foL fg)#4- fct^Llltefcu. (3*fa>*' P«Tf»Hu) >y If n^^^^V i^lf^f Ufcu; We. \ti\($$*z-^ PROOUCl 2041 (Srnj* SMS, a» i iP»K«i /\Sjj)z me GralMi Hiss 01(71 To Ortti PHONE TOLL FREE 1-801 Hi 6380 TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 JOB— — SHEET NO .OF_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE. -) => ps -_ »w>vJw*dju djtfy PROOUC12041|Sngl(SMeBI2»l|F>«lilM>^^e/sM Gmon Miss 01471 To Or*i PHONE TOLL FflES H0022S<3«0 TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 .inn — — SHEET NO .l-\i- I OF. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. 10 'l-o / ^(C lot) Or loOrde: PHON[ IOLI 'B[l i 800 2?5 6380 TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 CALCULATED BY CHECKED BY SCALE PfiOOUC' m \ |S«5» Skfflsi TO I !PK*«Giolon (las' Oir1 loO'tetPHONnOUFBH 1 800IJS-638C TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029(619) 746-5112 .(OR — — — — - SHEET NO .OF. CALCULATED BY_ CHECKED BY SCALE T-H DATE. PBODDCI2041 (Smgtt SWflSi MS i iPanoM; /AgBS/,, Inc Giolw Miss 01171 lo Ordti PHONE TOLL (REE l-SOO 2ZS-C380 TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029(619) 746-5112 -IOR ~ SHEET NO .OF. CALCULATED BY_ CHECKED BY SCALE T-tf DATE. DATE. TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 .inn -L-M W. ' TAA <Ax IH SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. "Wilt™ \Kmf-SIM!!!» I c CroBn Mm Ol«l ToOnmnUM lOlimn I1«1J?56MO TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 .IOH SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. l-KWK I »l I iSnp 5hM!l m I |P«MMI /KrnSJttlK Grmn Mils OWI toOrto HIONl T TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 SHEET NO. CALCULATED BY_ CHECKED BY SCALE. OF. DATE. DATE. IIM i w i <<><i» smmim i iPnttaii/Xrml^iK Crotwitaowi ToomtinniurauiRn inomtito TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 .inn — — - — SHEET NO . u CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. I mi I nngk SMU m I iPjitMl form)* IK Cnm Min Oll/l to (Mm PIIOW l«l CRtl HOC 27S UtO TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 JOB. SHEET NO.OF_ CALCULATED BY_ CHECKED BY SCALE DATE. u-u TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 JOB • SHEET NO CALCULATED BY_ CHECKED BY _ SCALE TJf DATE. DATE. TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 CALCULATED BY CHECKED BY SCALE r,mlm Ita OHM ]oOitoPHON(IOlllR[[ IR0027563JO TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, California 92029 (619) 746-5112 .IQB SHEET NO.\* CALCULATED BY_ CHECKED BY SCALE r-x.OF DATE. DATE. 9"f (5 ^I v^f ce>$ =J=22 Ulxbloc loVo » I mi I isoqo SMii m I , IK CWon Man Ol(?l loOrDi. PHOW toil IRC! \mlKKK SHEAR WALL SCHEDULE SYM MATERIAL NAILING SHEAR VALUE 1/2" Gyp Bd 5d Cooler Nails @ 7" OC 50#/FT Unblocked FN &EN 5/8" Gyp Bd 6d Cooler Nails @ 7" OC 50#/FT Unblocked F N & E N 1/2" Gyp Bd 5d Cooler Nails @ 4" OC 75#/FT Unblocked F N & E N 5/8" Gyp Bd 6d Cooler Nails @ 4" OC 75#/FT Unblocked FN &EN 7/8" Stucco w/ 16 GA Staples 6" OC 180#/FT Paper Backed Top & Bottom Plates, Edges Wire Lath & Field of Shear Panel 3/8" Struct II 8d @ 6" OC E N & B N 260#/FT C-D or C-C 12" OC F N Plywood 3/8" Struct II 8d @ 4" OC E N & B N 380#/FT C-D or C-C 12" OC F N (3) Plywood 3/8" Struct II 8d @ 3" OC E N & B N 490#/FT C-D or C-C 12"OCFN (3) Plywood 3/8" Struct II 8d @ 2" OC E N & B N 640#/FT C-D or C-C 12" OC FN (2) (3) Plywood 1/2" Struct II lOd @ 3" OC E N & B N 600#/FT C-D or C-C 12"OCFN (2) (3) Plywood 1/2" Struct I lOd @ 2" OC E N & B N 770#/FT C-D or C-C 12" OC F N (2) (3) Plywood A TRANSFER NAILING 16d @ 12" OC or A35 @ 32" OC 16d @ 12" OC or A35 @ 32" OC 16d @ 8" OC or A35 @ 32" OC 16d @ 8" OC or A35 @ 32" OC 16d @ 8" OC or A35 @ 32" OC 16d @ 6" OC or A35 @ 24" OC 16d @ 4" OC or A35 @ 16" OC 16d @ 3" OC or A35 @ 12" OC 16d @ 2" OC or A35 @ 9" OC 16d @ 3" OC or A35 @ 12" OC 16d @ 2" OC or A35 @ 8" OC ANCHOR BOLTS 5/8"xlO" @ 48" OC (1) 5/8"xlO" @ 48" OC (1) 5/8"xlO" @ 48" OC (1) 5/8"xlO" @ 48" OC (1) 5/8"xlO" @ 48" OC (1) 5/8"xlO" @ 24" OC (1) 5/8"xlO" @ 24" OC (1) 5/8"xlO" @ 16" OC (1) 5/8"xlO" @ 12" OC (1) 5/8"xlO" @ 12" OC (1) 5/8"xlO" @ 8" OC (1) NOTE. (1) Spacing of anchor bolts and shear transfer nailing shall be reduced by half if shear wall materials are required on both faces of wall (2) Framing at adjoining panel edges shall be 3-mch nomimal or wider and nails staggered (3) Where plywood is on both sides of wall, framing member for panel joints shall be 3-mch nomimal or wider and nail on each side is staggered EDGE NAIL (E.N ) 16d NAILS SPACED PER SCHEDULE BN PLYWOOD SHEATOING 2x RIM JST OR BLK'G 16d NAILS PER SCHEDULE DBL TOP PLATE A35 FRAMING ANCHOR SPACED PER SCHEDULE SHEAR TRANSFER W/ 2x4 BLOCKING SHEAR TRANSFER W/ METAL CUPS TABLE 23-l-O-NAILING SCHEDULE CONNECTION 1 Joisl to sill or girder, loenail 2 Bndgmg (o joist loenail each end 3 1 x 6" (25 mm x 152 mm) subfloor or less to each joist face nail 4 Wider than 1' x 6' (25 mm x 152 mm) subfloor to each joisi face nail 5 2" (51 mm) subfloor lojoisl or girder blind and face nail 6 Sole plale to joist or blocking typical face nail Sole plale 10 joist or blocking at braced wall panels 7 Top plate to stud end nail 8 Stud to sole plate 9 Double studs, face nail 10 Doubled top plates, typical face nail Double top plates lap splice 1 1 Blocking between joists or rafters to top plate, toenail 12 Rim joist to top plate toenail 1 3 Top plates, laps and intersections face nail 14 Continuous header two pieces 16datl6" 15 Ceiling joists to plate, toenail 1 6 Continuous header to stud, toenail 1 7 Ceiling joists laps over partitions, face nail 18 Ceiling joists to parallel rafters face nail 19 Rafter to plate, toenail 20 1" (25 mm) brace to each stud and plale face nail 21 1' x 8' (25 mm x 203 mm) sheathing or less to each bearing face nail 22 Wider lhan 1 ' x 8" (25 mm x 203 mm) sheathing lo each bearing face nail 23 Built-up comer sluds 24 Built up girder and beams 20d 21 2' (M mm) planks 26 Wood structural panels and particleboard 2 Subfloor, roof and wall sheathing (to framing) ( I inch = 25 4 mm) ]h" and 'ess "/32"-3/4"V-r l'/g"-l'/4" Combination subfloor-underlayment (lo framing) ( 1 inch = 25 4 mm) 3/4" and less V-i" lV-l'/4" 27 Panel siding (to framing) ^2" (13 mm) or less 5/s" (16mm) 28 Fiberboard sheathing 7 '/2 (13mm) 25/32" (20 mm) 29 Imenor panelingyV NAILING1 3-8d 2-8d 28d 3-8d 2-16d 16d at 16' <406mm)oc 3-16dper 16" (406 mm) 2 I6d 4-8d loenail or 2 I6d end nail )6dai 24' (6IOmmloc 16dat 16" (406 mm) oc 8-16d 3-8d 8d at 6 (152mmioc 2-16d (406 mm) o c along each edge 3-8d 4-8d 3-16d 3-16d 3-8d 28d 2-8d 3-8d 16dat24 (6IOmmioc at 32' (813mm)oc at lop and bottom and staggered 2-20d at ends and at each splice 2 16d at each bearing od1 8d4 or 6ds Sd1 10d4 or 8d< 6d< 8d5 lOd-'orSd'' 6dft 8d" No 1 1 ga 8 6d4 No 16 ga9 No 1 1 ga R 8d4 No 16 ga9 4d'» 6d" 'Common or box nails may be used except where otherwise slated3Nails spaced at 6 inches (152 mm) on center at edges 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more For nailing of wood structural panel and particleboard diaphragms and shear walls refer to Section 2314 3 Nails for wall sheathing may be common box or casing 3Common or deformed shank *CommonsDeformed shank Corrosion-resistant siding or casing nails conforming lo the requirements of Section 2325 1 'Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate sup- ports 8Corrosion-resisiant roofing nails with 7/i6-mch-diameter (11 mm) head and 1 Vj-uich (38 mm) length for '/2-mch (13 mm) sheathing and 1 ^/4-inch (44 mm) length for 25/32-mch (20 mm) sheathing conforming to the requirements of Section 2325 1 'Corrosion-resistant staples with nominal 7/|^-mch (11 mm) crown and 1 Vg-mch (29 mm) length for '/vinch (13 mm I sheathing and 1 '/2-mch (38 mm) length for-5/32-inch (20 mm) sheathing conforming 10 the requirements of Seciion '"Panel supports at 16 inches (406 mm) |20 inches (508 mm) if strength axis in the long direction of the panel unless otherwise marked] Casing or finish nails spaced 6 inches (152 mm) on panel edges 12 inches (305 mm) at inter mediate supports "Panel supports ai 24 inches (610 mm) Casing or finish nails spaced 6 inches (152 mm) on panel edges 12 inches (305 mm) at intermediate supports TH&A JOB. SHEET NO Li_ll OF. Engineenng and Code Consultants CAICULATEO T*-H •*« A-l^-,, 1941 Continental Lane Eacondklo,CA.9202? CHECKEDBY OATH (610)746-5112 SCALE SPECIFICATIONS/NOTES: GENERAL: 1 ALL DETAILS, SECTIONS AND NOTES SHOWN ON STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. 2 ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE. 3 ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING-WITH ANY WORK INVOLVED. A CONTRACTOR TO PROVIDE ADEQUATE SHORING AND BRACING TO SUPPORT ALL LOADS DURING CONSTRUCTION. 5 DURING CONSTRUCTION AND PRIOR TO THE INCORPORATION OF, ALL CHAN- GES, REVISIONS, MODIFICATIONS AND/OR DEVIATIONS FROM THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF, AND OBTAIN APPROVAL FROM THE ARCHITECT, STRUCTURAL ENGINEER AND THE GOVERNING BUILDING DEPARTMENT. LUMBER/FRAMING: 1 ALL 2X HORIZONTAL RF/CLG LUMBER TO BE MIN DF82 U.N.O. 2 ALL 2X HORIZONTAL FLR LUMBER TO BE MIN DFltt. U.N.O. 3 ALL AX & LARGER HORIZONTAL LUMBER TO BE MIN DF #1 U.N.O. A ALL GLULAMS TO BE DF/DF COMB 24F-VA DRY USE U.N.O. 5 ALL 2X VERTICAL LUMBER TO BE MIN DF #2 U.N.O. 6 ALL AX £ LARGER VERTICAL LUMBER TO BE MIN DF#1 U.N.O. 7 ALL PLYWD TO BE MIN CD-CC STRUCT II OR CDX. 8 TYPICAL NAILING SCHEDULE AS PER UBC 23-P. 9 BUILT-UP BEAMS: DBL 2*X MEMBRS TO BE FACE NAILED W/ MIN 16d Q 12in OC STAGGERED TOP/BOT. 3 OR MORE 2X LAMINATIONS TO BE CONN W/ l/2in DIA MB & WASHER MIN 3 2Ain OC STAGGERED TOP/BOT * 2 EA END. 10 CARRY ^LL POSTS & DBL STUDS DOWN TO FOUNDATIONS. BLOCK SOLID AS RE'i'D FOR FULL BRG 3 FLR LINES. • CONCRETE: 1 PROVIDE MINIMUM BAR COVERAGE OF 3in FOR CONCRETE CAST AGAINST EARTH OR MINIMUM 2in FOR ALL FORMED CONCRETE. 2 CONCRETE AS PER ASTM C-150 (AGGREGATES PER ASTM C-33)» TYPICAL PORTLAND CEMENT TYPE I. USE GRADE 'C' MIX 1:2-1/2:3-1/2 W/ MAX 7-1/2 GAL WATER PER SACK OF CEMENT. TH&A Engineering and Code Consultants 1941 Continental Lane 1 .flvvnfMFA l_^ TBrllry (619)746-5112 SCALE JL ^rr ' j^ nc T-4H n.Te 4-U-^r n»rc 2 3 1 1 2 3 1 2 3 4 5 CONCRETE:.r ALL CONCRETE TO REACH MIN ULT COMPRESSIVE STRESS OF 2f00 PSI a 28 DAYS U.N.O. MASONRY: CONCRETE MASONRY UNITS TO BE NORMAL WEIGHT HOLLOW LOAD BEARINGTYPE CONFORMING TO ASTM C-90. MASONRY UNITS SHALL BE CLEAN ANDFREE OF ALL SUBSTANCE THAT MIGHT IMPAIR BOND AND SHALL BE STOREDUNDER COVER ON THE JOB.ALL CONCRETE MASONRY UNITS TO BE GRADE N-II U.N.O.MIN COMPRESSIVE STRENGTH OF ALL MASONRY UNITS SHALL BE 1500 PSI. TYPICAL TYPE 'M' MORTAR: 1 PART CEMENT. 3-1/2 PARTS SAND,1/4 PART LIME PUTTY, CONFORM W/ ASTM C-270. WATER CONTENTSHALL BE MIN RE<i'D FOR WORKING CONSISTENCY. MIN 2000 PSI.GROUT MIX SHALL BE 1 PART CEMENT, 3 PARTS SAND AND (OPTIONAL)1/10 PART LIME PUTTY. ADD UP TO 2 PARTS PEA GRAVEL WHERE SPACESEXCEED 2 in MIN. 28 DAY ULT STRENGTH OF GROUT SHALL BE 2000 PSI.USE SUFFICIENT WATER TO PRODUCE POURING CONSISTENCE W/0 SEGREGATION. RE INF STL: ALL REINF STL TO BE MIN ASTM-A615 GRADE 40 U.N.O. WELDED WIRE MESH: ASTM-A185; USE MIN 6X6-#10/ftl0 U.N.O. LAP ALL MESH MIN 2 MODULES. ALL REINF BARS SHALL BE ACCURATELY & SECURELY PLACED BEFORE POURING CONC OR APPLYING MORTAR OR GROUT. STRUCT STL: ALL STEEL TO CONFORM TO ASTM-A36 U.N.O. DETAILING & FABRICATION PER AISC - LATEST EDITION. ALL STEEL PIPES TO CONFORM TO ASTM A53 GRADE B U.N.O.* FASTENERS: ALL CONNECTORS NOTED TO BE SIMPSON OR EQUIVALENT.ALL BOLTS TO BE MIN ASTM-A307. BOLT HOLES: MAX l/16in LARGER 'THAN BOLT DIA. ALL BOLTS BRG ON WOOD TO USE M.I. WASHER UNDER HEAD & NUT. LAG BOLTS: LEAD HOLES FOR SHANK TO BE SAME AS SHANK; THREADED PORTION TO BE 60-707. OF SHANK DIA. ALL NAILS TO BE COMMON U.N.O. TH&A• • * %x<rm 1HKT N0 Engineering and Code Consultants 1941 Continental Lane Etcondido, CA, 9202? (619)746-5112 CALCULATED BV. CHECKED BY SCALE f DATE. DATE. FASTENERS: USE FULL NAILING/BOLTING S ALL CONNECTORS U.N.O. 2 FOUNDATIONS: PROVIDE MXN CODE REQUIREMENTS FOR ALL FOUNDATIONS U.N.O.ALL CONT/ ISOLATED FTG3 TO BE PLACED MIN 12m INTO COMPETENTBRG SOIL OR BEDROCK.ACQUISITION OF A SOILS REPORT IS RECOMMENDED FOR ALL JOBS. IF NO SOILS REPORT IS AVAILABLEi ASSUM'D SOIL TYPE L BRG VALUE USED IN CALCULATIONS ARE SUBJECT TO BUILDING DEPT APPROVAL. ENGR WILL NOT BE HELD RESPONSIBLE FOR BLDG DEPT APPROVED VALUES. SEE FOUNDATION PLAN FOR ALLOWABLE SOIL BRG PRESSURE. RETAINING WALLS: 1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE JOB. 2* RESPONSIBILITY FOR ACCURATELY DESCRIBING THE SITE CONDITIONS RESTS ON THE CLIENT. REVIEW CALCULATIONS IMMEDIATELY TO DETERMINE WHETHER CONSIDERATION WAS GIVEN IN WALL DESIGN FOR ADJACENT FTG» VEHICLE OR BACKSLOPE SURCHARGES. CONTACT THIS OFFICE IMMEDIATELY IF THERE IS ANY QUESTION REGARDING THIS MATTER. 3 IF NO SOILS REPORT IS AVAILABLEi ASSUM'D SOIL TYPE t BRG VALUE USED IN CALCULATIONS ARE SUBJECT TO BUILDING DEPT APPROVAL. A VERIFY INSPECTION REQUIREMENTS W/ BLDG DEPT PRIOR TO CONSTR. 5 SEE RETAINING WALL SCHEDULE FOR BLOCK INSPECTION REQUIREMENTS. 6 ALL RETAINING WALL FTGS TO EXTEND MIN 12in INTO COMPETENT BRG SOIL AS DEFINED BY SOILS REPORT OR APPROVED STANDARD PRACTICE. RECOMMENDATIONS OF SOILS REPORT TO SUPERCEDE THIS MIN REQUIREMENT 7 BOTTOM OF PAD TO BE MIN 5' FROM DAYLIGHTi MEASURED IN A HORIZ DIRECTION FROM THE NEAREST BOTTOM EDGE OF PAD. 8 PROVIDE EITHER A MIN 12in x 12in GRAVEL POCKET 3 BASE OF WL WITH 4in DIA PVC PERFORATED DRAIN PIPE TO DAYLIGHT* OR MIN 2 SQ IN WEE? HOLES 3 BASE OF WALL STEM TO ADJACENT GRADE 3 48in OC. 9 BACKFILLING SHALL NOT BE STARTED FOR AT LEAST2I DAYS AFTER THE FILLING OF THE CELLS WITH SROUT. 10 DO NOT BACKFILL UNTIL ALL WORK HAS PASSED REQ'D INSPECTIONS. BACKFILLING MUST BE THOROUGHLY TAMPED TO PREVENT FURTHER SETTLING. 11 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL SHORING DURING CONSTRUCTION AS REQ'D. 12 ALL BACKFILL MATERIALS TO BE GRANULARi i.*. SAND. GRAVELi OR SOIL APPROVED BY PROJECT SOILS ENGINEER. 04 li ins: i: 1-613,21043;STRUCTURAL TFUS5 INC iru=o _M'_ u £ f' r ^\ ^t— \J o cr- - (- — O * b f\i j) VN! CO-Vfl'O 51 IS fc aU \j * ft* y i. ' •I ;{« r i * £•4 «S» o S * ,» lifiS ! 1!U!": Hi i »s E »l -g n_ * 3 ?i * M2 * { f^? : 5|fl i ;ia$J ifIjhp MIJS i!^J*-S »fil«l! *»fifm"s> 4»I.B-tn ,' ''-h i <»:i ! iii:i IPIjlnfi U!»IIIliilii1 itMsiir lii! - .W J ro 10 <£> O Ub ci37120433 =• i r'LJL i Lir'^L irUzo J iTl 313 "* ~ o OSt at) K> oz ft, •^ - l\l i*) •» ( u, OaMOV Z Z O< Q UiQ. ta Uffl *- «l< a«• a vj SiIT z £ ULT J> T 1v CiX L^ ru <\i(5 a. ji ifi £ 5 - ' cn tfhij Cft W 5^(B ~* 1*1 x 'ir»s •-»Q O -njo e, &«'a /: i g ci •v "^5 • \.\/ \ \ rs So •• * V C V "1 S| f | ! 'Jl» • 11I ««i jiltI 81? * 1 | 1ih jI IH-im j ixfliij iiJiih ill! PII [i ** t^ *.j «0 O s STPiJ'ITUPML TFU55 INC I- 710 3'jH r) ~!" J i !I ' * a O I/VW itoAin tetnft»4ti<ovi t* I- f- r« \» IA * u. VA ^ o **>r-va.-4«f<i «v§r4 r-l TO •** —* f IT- f- r- <e •» »ft ft* « f- <n uif"/i^-«»»j ><nn in vkwirtintt M IA kn • ^- O ^ *** ** "* JB JJ jQ« jn » • w m »inffi-*i-tr- ar^«i«' avs»kpv<9 <n<-tOA'#o «<f4r<>-<ch rt rt 1-1 rt Ch NMNMM'Mrir^"-* r*Mr4^* r4rt*«F-**-4i rt r« o o o iflMM U>UIM^tAtB0t I r* ** *** i r- r-1- «* v m w ' " fttPbBiMS2S§ ss__3^r^jS oonaes OJ « t-i»«OO»* OQOOf^ r<rtOC.OO or-mo<f r««4«*<fl* rt^u»/»rtinri t^ p4 H H v* * aa rt «"4 H«< t4 -< H *\a oa\ -r r«nv nrtrt<4« «i « M »• «K nnMnnH Hf*F*<H[ ^<^fff« p<>^^«>44Hlp4 ss ^s^^^ i "* », B. p. (b ft. ft. {Sa«e o o o (•IdX o«•SJI ooIHi* •«PI *» », »> *. fc. ft.O W 0 01 ~S5 AOIrf »»> \ V S3S3 j kM *^ ^* r*3 J-»s J S!?b, U. «Im Qat C lilt fti w -.•- « VI >-vvK^JSo« _/ T £ It,a ss £>' 9% * c , I «jt• E«J S w * o 1ft -ISlijl i] 111| 11| silf!J,! ||j | 111 S UJ '!> TJ C-J £ u ^1 STPUCTUP^L. TFUSS INC g lI Ut W Iiu o i 1T i • IU «• CU (0J O3 O 03 "» 3! T •»in in 9->.taO»e U Min »- in _i z tt (*i o <*} z— <u ^ rn o w 8 • ° 5S• uj a i i f x •"io in _ * m now zxijo«t-Sfti «up«-«x>-« o _j ^- «e i-SS K h- g 5 03 r E K!H f Iit-< n. ^~O O >-u *- o ^ •* X «f\l f\i v v in a iUi If- I«tf 'J * c$f x J 5 k JJIJ i! 1 £ ?£*fc Sill'{fill*•**,» ff^TSa?iKt 4n-Jijibli«?iit»Sll«S*•8 Csi-Sl>ijl|£ t«*& "V K > W:5Si il i 1KC >T>** £ *iJ! *«s H?.. *§ ^SMlt^h2o£. B-iSS i9sllijinASSid I'sii'mk«?sl?,ii111.»* "ISlJfei! n» o2 ^ ii.«!, ii• '-\; \ I Ii! ,!!:?! lliHitifi Wi.„ {! i m1 Hiiiiiisiii J i- W n * 10 « Ihi ft)IM nA ins „cr>o> I *ffl 0^ I g i (£> iO r^ to V \MJ *•* f\t f*j V V"l s * - * - - • ~ % t a-v- J m f. r, J»i •» * 5 o o a: « Z d0 J il 5? ro w s ^5 j v v in* , , b'fc•rt ,- ^ — , , ly I » M ri ^ r -. „ f T 0 it f I II— r— *~ " *~ '** — "r *«*Tc r*»Ry4i«f ill! l! I P.if in IH ifl ISfipc ''{ i?}*--»Ij*X »kfk fi(ii:i-ivP '^U-'S*I* Sl*ii Je*»»"?»t^fldTvEIZ *«U^*llit«?5sl|* i!?MI llpflpl fjll N*f M.an CDfilial:Sfcn' ij ,ij !i [jK 1 !!i!! i ili|i!'J iiii tit!niH j _rJ J « « V - v, 3 •* •-'.4 il 1937 r,TF'ijCTu'P,-,L TFIJEo INC 04 £137120435 bTPLiCTUFML TRUSS INC I O *H Oa D ai ox r\i ru cu • t1 O v-i inIT* N Hi *-» 030 Z en o fi Zi\) «- Vi C l/l u _ S "" SB* (VI « , < a•• CL V>i n _i f i- a c a '" " y gBC1ffl IT t^ » —O 'Jlt. ft a ? 1a sg i§'-- •• LLMU, i ft p G .. fu Li r\i in t- O£ » *• QJ tn au a. uj nLL ox 5•-* C ^ t/iU, t3 t-H *- ci j- fe .ot t j u< II I1 ' !?Iwl Iiijlii O)n r-ui COAST GEOTECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS April 21, 1997 David Huarte and Brooks A Worthing Huarte-Worthing Limited c/o Brooks A Worthing BA Worthing, Inc P O Box 1041 Carlsbad, CA 92018 Subject PRELIMINARY GEOTECHNICAL INVESTIGATION Two Proposed Single-Family Residences Two Continuous Vacant Lots Terminus of Cynthia Lane Carlsbad, California Dear Mr Huarte and Mr Worthing In response to your request and in accordance with our Proposal and Agreement dated March 26, 1997, we have performed a geotechnical investigation on the subject site for the two proposed single-family residences The findings of the investigation, laboratory test results and recommendations for foundation design are presented in this report From a geotechnical point of view, it is our opinion that the site is suitable for the proposed development, provided the recommendations in this report are implemented during the design and construction phases However, loose surficial deposits are present on the site which will require special consideration during the design and remedial grading phase o If you have any questions, please do not hesitate to contact us at 755-8622 opportunity to be of service is appreciated Respectfully submitted, COAST GEOTECHNICAL This Mark Burwell Geologist Vithaya Smghanet, P E Geotechnical Engineer 779 ACADEMY DRIVE • SOUVNA BEACH • CALIFORNIA (619) 755-8622 • FAX (619) 755-9120 PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Two Single-Family Residences Two Continuous Vacant Lots Terminus of Cynthia Lane Carlsbad, California Prepared For: David Huarte and Brooks A. Worthing Huarte-Worthing Limited c/o Brooks A. Worthing BA Worthing, Inc. P.O. Box 1041 Carlsbad, CA 92018 April 21, 1997 W.O. P-256047 Prepared By: COAST GEOTECHNICAL 779 Academy Drive Solana Beach, California 92075 TABLE OF CONTENTS VICINI'lY MAP INTRODUCTION SITE CONDITIONS PROPOSED DEVELOPMENT SITE INVESTIGATION LABORATORY TESTING GEOTECIINICAL CONDITIONS CONCLUSIONS RECOMMENDATIONS 5 5 5 6 6 7 9 10 A BUILDING PAD - REMOVALS/RECOMPACTION B FOUNDATIONS C SIABS ON GRADE (INTERIOR AND EXTERIOR) D DRIVEWAY E DRAINAGE/VEGETATION F OBSERVATIONS AND DENSITY TESTING G PLAN REVIEW II LIMITATIONS 10 11 12 12 13 13 14 14 APPENDICES APPENDIX A REGIONAL FAULT MAP LABORATORY TEST RESULTS BORING LOGS SITE SKETCH APPENDIX B GRADING GUIDELINES I I I I I VICINITY MAP SUBJECT PROPERTY P-256047 & WC, Dcft^^Sfreel Atlas UsX .... ! Mag 16 00 ilhu Apr 2411 38 1997 i Scale 1 6,250 (at center) . 500 Feet 200 Meters Secondary SR/Road/Hwy Ramp ' Interstate/Limited Access D Exit J April 21, 1997 WO P-256047 Page 5 INTRODUCTION This report presents the results of our geotechnical engineering investigation on the subject property The purpose of this study is to evaluate the nature and characteristics of the surficial deposits underlying the property and their influence on the construction of two single-family residences SITE CONDITIONS The subject property is located east of Pio Pico Drive, along the eastern terminus of Cynthia Lane, in the city of Carlsbad The site includes two contiguous rectangular lots along the north side of Cynthia Lane The lots are relatively flat and are currently being utih/ed as a floral grove A variable height cut slope, up to 3 0 feet, is located along the southern extent of the property adjacent to the street The property is bounded along the north and east by developed residential lots and along the west by a vacant parcel The site consists of parallel furrows for irrigation of various types of flora Drainage is generally to the south, however, a considerable amount of infiltration occurs prior to runofff PROPOSED DEVELOPMENT Preliminary plans for the development of the site were prepared by B Worthing Plan Service The project will include the construction of a two-story residence and attached I I I April 21, 1997 WO P-256047 Page 6 • garage in the central portion of each parcel The residences will be supported on continuous wall footings with slab on grade floors Access will be via separate driveways • entering from the street I SITE INVESTIGATION Four exploratory borings were drilled on the site to a maximum depth of 9 5 feet Earth • materials encountered were visually classified and logged by our field geologist _ Relatively undisturbed and bulk samples of earth materials were obtained at selected intervals Samples were obtained by driving a thin walled steel sampler into the desired I strata The samples are retained in brass rings of 2 5 inches outside diameter and 1 0 • inches in height The central portion of the sample is retained in close fitting, waterproof containers and transported to our laboratory for testing and analysis I LABORATORY TESTING Classification I I The field classification was verified through laboratory examination, m accordance with • the Unified Soil Classification System The final classification is shown on the enclosed Boring Logs • Moisture/Density The field moisture content and dry unit weight were determined for each of the I April 21, 1997 WO P-256047 Page 7 undisturbed soil samples This information is useful in providing a gross picture of the soil consistency or variation among exploratory excavations The dry unit weight was determined m pounds per cubic foot The field moisture content was determined as a percentage of the dry unit weight Both are shown on the enclosed Appendix A Maximum Dry Density/Optimum Moisture Content The maximum dry density and optimum moisture content were determined for selected samples of earth materials taken from the site The laboratory standard tests were in accordance with ASTM D-1557-91 The results of the tests are presented in Appendix "A" GEOTECHNICAL CONDITIONS The subject property is underlain by Pleistocene terrace deposits The sedimentary unit, in general, is weathered in the upper 1 0 to 1 5 feet but becomes increasing dense with depth The terrace deposits are overlain by soil deposits A brief description of the earth materials encountered on the site is discussed below Approximately 1 0 foot of dark brown silty sand blankets most of the site The soil is generally very moist to wet, loose and contains a moderate amount of small roots and organics A higher concentration of organics appears to be present in the upper 4 0 to 6 0 inches of the soil, probably as a result of cultivation The contact with the underlying Pleistocene terrace deposits is gradational April 21, 1997 WO P-256047 Page 8 Terrace Deposits The site is underlain by Pleistocene terrace deposits The terrace deposits are composed of reddish brown slightly clayey, fine and medium-grained sand The terrace deposits are weathered in the upper 1 0 to 1 5 feet The weathered zone is soft and saturated due to a perched ground water condition Below the weathered zone, the terrace deposits are dense and competent Expansive Soils Based on previous testing and our experience in the area, the surficial materials and terrace deposits have a potential expansion in the low range Ground Water A perched ground water condition was encountered in the weathered terrace deposit zone Irrigation water infiltrates the soil and weathered zones and is perched above the dense, less pervious terrace deposits It should be noted that minor seepage problems may occur after development, as a result of drainage alterations and/or over-irrigation In the event that seepage or saturated ground does occur, it has been our experience that they are most effectively handled on an individual basis Faults/Seismicitv Based on a review of published geologic maps, no faults traverse the site Active faults April 21, 1997 WO P-256047 Page 9 which could affect the site include the Hlsmore, San Jacinto and San Andreas Faults These faults are located 24 to 72 miles east of the site Off-shore faults, including the active Rose Canyon fault zone are located approximately 3 miles west of the site The proximity of the site to known faults is shown on the enclosed Regional Fault Map Although the likelihood of ground rupture on the site is remote, it is almost a certainty the property will be exposed to moderate levels of ground motion resulting from the release of energy, should an earthquake occur along the numerous known and unknown faults in the region Liquefaction Potential | Liquefaction is a process by which a fine sand mass loses its shearing strength completely • and flows The temporary transformation of the material into a fluid mass is often associated with ground motion resulting from an earthquake I Owing to the moderately dense nature of the underlying terrace deposits and the I anticipated depth to groundwater, the potential for seismically induced liquefaction and • soil instability is considered very low to non-existent • CONCLUSIONS I 1) No significant geotechmcal conditions were observed on the site which would _ preclude development However, certain geotechmcal conditions should he- addressed during the design and construction phases I April 21, 1997 WO P-256047 Page 10 2) The soil and saturated weathered terrace deposits are not suitable for the support of structural footings or concrete flatwork 3) In order to provide a more uniform support for proposed footings and slabs, the soil and weathered terrace deposits in the building pad should be removed to a minimum depth of 3 5 feet below the existing grade and replaced as properly compacted fill The removal depth should be such that a minimum of 18 inches of compacted fill underlies the base of proposed footings RECOMMENDATIONS Building Pad - Removals/Recompaction The existing soil and weathered terrace deposits should be removed to a minimum depth of 3 5 feet below the existing grade or 12 inches below the base of proposed footings and replaced as properly compacted fill Removals should include the entire building pad extending a minimum of 10 0 lateral feet beyond the building footprint, where applicable With the exception of the upper 4 0 to 6 0 inches of highly organic soil, most of the existing earth deposits are generally suitable for reuse, provided they are cleared of all vegetation, debris and thoroughly mixed Prior to placement of fill, the base of the removal should be observed by a representative of this firm Additional overexcavation and recommendations may be necessary at that time The exposed bottom should be scarified to a minimum depth of 6 0 inches, moistened as required and compacted to a April 21, 1997 WO P-256047 Page 11 minimum of 90 percent of the laboratory maximum dry density Fill should be placed in 6 0 to 8 0 inch lifts, moistened to approximately 10-20 percent above optimum moisture content and compacted to a minimum of 90 percent of the laboratory maximum dry density Imported fill, if necessary, should consist of granular deposits approved by the geotechmcal engineer Foundations The following design parameters are based on an anticipated expansion potential in the low range Footings for the proposed residence and garage should be a minimum of 12 Li inches wide and founded a minimum of 12 inches and 18 inches below the lower mostes a adjacent subgrade for single-story and two-story structures, respectively A 12 inch by 12 inch grade beam should be placed across the garage opening Footings should be L reinforced with a minimum of four No 4 bars, two along the top of the footing and two • along the base Footing recommendations provided herein are based upon underlying soil conditions and are not intended to be in lieu of the project structural engineer's K, design t^. For design purposes, an allowable bearing value of 1500 pounds per square foot may be I j used for foundations at the recommended footing depths jj The bearing value indicated above is for the total dead and frequently applied live loads _r This value may be increased by 33 percent for short durations of loading, including theu effects of wind and seismic forces ^ffl^M***i>-i>ji« ^£f--£s?~-C *c# LABORATORY TEST RESULTS TABLE I Maximum Dry Density and Optimum Moisture Content (Laboratory Standard ASTM D-1557-91) Sample Location B-l 1' -4 Max Dry Density (pcf] 129 0 Optimum Moisture Content 11.0 TABLE II Field Dry Density and Moisture Content Sample Location B-l @ 1 17' B-l @ 2 5' B-l @ 4 9' B-l @ 8 5' B-2 @ 1 B-2 @ 2 B-2 @ 3 B-2 B-2 0 ' 0' 0' 5 0 ' 8 5' B-3 @ 1 3' B-3 @ 2 3' B-3 @ 5 0' B-3 @ 8 5' Field Dry Density (pcf) 90 2 120 1 117 0 116 8 100 2 119 1 113 1 113 2 110 0 110 0 117 2 112 7 121 6 Field Moisture Content (%) 25 9 13 8 11 4 10 8 21 5 14 4 14 4 14 4 13 5 14 8 12 0 11 2 10 0 B-4 @ 1 5' B-4 @ 2 6' B-4 @ 5 0' 104 5 122 9 129 3 16 1 10 6 10 6 P-256047 LOG OF EXPLORATORY BORING NO. 1 DRILL RIG: PORTABLE AUGER BORING DIAMETER: 4" SURFACE ELEV: 100' (assumed) PROJECT NO. P-256047 DATE DRILLED: 04-04-97 LOGGED BY: M.B. oo &s1/3Xw Q 0 902 1201 1170 1168 H w H 1U 04 H Os 259 138 114 108 U M "I ^Tl I ao 1w w Q 10000 000 9800 200 9600 400 - 9400 600 9200 800 ^~ OO (J 2 o « • • • i. yj~! ;-^%i *v/^vr'^Y1?1 ^ ^r* *.•.<•/ ' ^/j*^ i" > : i1 f : • • / tl f r •; V: J: «; " ':•v ">• i- i- • • •:'' SM SM SM DESCRIPTION SOIL Dk brown, silty sand, very moist, loose , rootlets, highly organic in upper 6" graditional contact TERRACE DEPOSITS Weathered, gray, fine and med -grained sand, slightly clayey, soft, saturated SEEPAGE @ 2-2 5', perched above dense terrace deposits TERRACE DEPOSITS Reddish brown fine and med -grained sand, slightly clayey, moist, dense LOG OF EXPLORATORY BORBVG NO. 2 DRILL RIG: PORTABLE AUGER PROJECT NO. P-256047 BORING DIAMETER: 4" DATE DRiLLED: 04-04-97 SURFACE ELEV: 100' (assumed) LOGGED BY: M.B. ow& to fcW >£a 1002 1191 1131 1132 1100 £*•*_/ g W H OU H W H{/3 O S 21 5 144 144 144 135 UJ 5 w f.0HHH 2HhJ ^ECHft. a 100 00 000 TIT-M I 9800 [ JJ 200 I -I 9600 400 9400 600 9200 800 Oo_1 0 M PL) ^SkNO •; 'J '! i^^x. laXg^b; -/-- ' >• *• 3.••.••• &• S >H; -. Fw ?-. *.•• ^ ^1 ?•:?': •. ••'. !'. A , A A *•. V. " ' «i '.^ il• i •<-. r% s \ •. '". •"". -I •' if; •" A (, '*. DESCRIPTION SM SM SM SOIL Dk brown, silty sand, very moist, loose , rootlets, highly organic in upper 6" graditional contact TERRACE DEPOSITS Weathered, gray, fine and med -grained sand, slightly clayey, soft, saturated SEEPAGE @ 2-2 5', perched above dense terrace deposits TERRACE DEPOSITS Reddish brown fine and med -grained sand, slightly clayey, moist, dense LOG OF EXPLORATORY BORING NO. 3 DRILL RIG: PORTABLE AUGER PROJECT NO. P-256047 BORING DIAMETER: 4" DATE DRILLED: 04-04-97 SURFACE ELEV: 100' (assumed) LOGGED BY: M.B.DRY DENSITY (pcf)1100 1172 1127 121 6 MOISTURE CONTENT (%)148 120 11 2 100 SAMPLETl ]]£ DEPTH/ELEVATIONo0o000 9800 200 - 9600 400 9400 600 9200 "800 •^z GRAPHIC LOG•%" •--. **i**: j-wiXi AA f •I1-':? "'•;••'„• .• Vi' •''*' '...' .: 1 |i >-. ••-..• i* •; -.. . .• • i •' ••- '•;• ?;.• .'. "• ^ ft \ V f f'" • i , f f- t •'• ; 1.1.' •• r / V • ::: ".'. \. \ fm *. \ , f f _ '- fm DESCRIPTION SM SM SM SOIL Dk brown, silly sand, very moist, loose , rootlets, highly organic in upper 6" TERRACE DEPOSITS Weathered, gray, fine and med -grained sand, slightly clayey, soft, saturated SEEPAGE @ 2'-2 5', perched above dense terrace deposits TERRACE DEPOSITS Reddish brown fine and med -grained sand, slightly clayey, moist, dense LOG OF EXPLORATORY BORING NO. 4 DRILL RIG: PORTABLE AUGER BORING DIAMETER: 4" SURFACE ELEV: 100' (assumed) PROJECT NO. P-256047 DATE DRILLED: 04-04-97 LOGGED BY: M.B. ou & >*g £ Qi 1045 1229 1293 HfcW H Ou spH22o5 161 106 106 W PH S TlII TlJJ JJ z.o H £ H *J MNH ft, O 10000 000 9800 200 9600 400 9400 600 — 9200 800 ^- Oo u PH X O ; i ' ~',~'. L **• "*. ' • ' •,'. V'V;' *•••••< V:.V.:''/.-:< >• > 'f '''. ^ 111 -hi1 •• i- v v ' • .•' \\ \; .• v ^ 1-.f • ' •' -!: ** •! • '• •'. \\ *. '. A \ \\ '.'. A A SM SM SM DESCRIPTION SOIL Dk brown, silty sand, very moist, loose , rootlets, highly organic in upper 6" TERRACE DEPOSITS Weathered, gray, fine and med -grained sand, slightly clayey, soft, saturated SEEPAGE @ 2'-2 5', perched above dense terrace deposits TERRACE DEPOSITS Reddish brown fine and med -grained sand, slightly clayey, moist, dense FROM 9 25', Grey sand, very weakly cemented 4-- 3NV1 VIH1NAO 1 z c UJ _q cc9 i & ~~— • — — _ J T~iI iI | ^P 1i iTfTi CO |4-i Ilii1 1 L-i., I 1 I n i 1i iffl ^_ 1 S1 2 1 Qi ai «i °^3[A 2 WP O if £ f4 — [/I 0 ^ M ^^^u j M oW M Q >,•O W "8 U £ Il_ I — . — . — J / BuH C/3 s. H ffi ioca .tO'09 -44,.•L APPENDIX B GRADING GUIDELINES Grading should be performed to at least the minimum requirements of the governing agencies, Chapter 70 of the Uniform Building Code and the guidelines presented below Site Clearing Trees, dense vegetation, and other deleterious materials should be removed from the site Non-organic debris or concrete may be placed in deeper fill areas under direction of the Soils engineer Subdramage 1 During grading, the Geologist should evaluate the necessity of placing additional drains (see Plate A) 2 All subdramage systems should be observed by the Geologist and Soils Engineer during construction and prior to covering with compacted fill 3 Consideration should be given to having subdrams located by the project surveyors Outlets should be located and protected Treatment of Existing Ground 1 All heavy vegetation, rubbish and other deleterious materials should be disposed of off site 2 All surficial deposits including alluvium and colluvium should be removed unless otherwise indicated in the text of this report Groundwater existing in the alluvial areas may make excavation difficult Deeper removals than indicated in the text of the report may be necessary due to saturation during winter months 3 Subsequent to removals, the natural ground should be processed to a depth of six inches, moistened to near optimum moisture conditions and compacted to fill standards Fill Placement 1 Most site soil and bedrock may be reused for compacted fill, however, some special processing or handling may be required (see report) Highly organic or contaminated soil should not be used for compacted fill (1) 2 Material used in the compacting process should be evenly spread, moisture conditioned, processed, and compacted in thin lifts not to exceed six inches in thickness to obtain a uniformly dense layer The fill should be placed and compacted on a horizontal plane, unless otherwise found acceptable by the Soils Engineer 3 If the moisture content or relative density vanes from that acceptable to the Soils engineer, the Contractor should rework the fill until it is in accordance with the following a) Moisture content of the fill should be at or above optimum moisture Moisture should be evenly distributed without wet and dry pockets Pre- watermg of cut or removal areas should be considered in addition to watering during fill placement, particularly in clay or dry surficial soils b) Each six inch layer should be compacted to at least 90 percent of the maximum density in compliance with the testing method specified by the controlling governmental agency In this case, the testing method is ASTM Test Designation D-1557-91 4 Side-hill fills should have a minimum equipment-width key at their toe excavated through all surficial soil and into competent material and tilted back into the hill (Plate A) As the fill is elevated, it should be benched through surficial deposits and into competent bedrock or other material deemed suitable by the Soils Engineer 5 Rock fragments less than six inches in diameter may be utilized in the fill, provided a) They are not placed in concentrated pockets, b) There is a sufficient percentage of fine-grained material to surround the rocks, c) The distribution of the rocks is supervised by the Soils Engineer 6 Rocks greater than six inches in diameter should be taken off site, or placed in accordance with the recommendations of the Soils Engineer in areas designated as suitable for rock disposal 7 In clay soil large chunks or blocks are common, if in excess of six (6) inches minimum dimension then they are considered as oversized Sheepsfoot compactors or other suitable methods should be used to break the up blocks (2) 8 The Contractor should be required to obtain a minimum relative compaction of 90 percent out to the finished slope face of fill slopes This may be achieved by either overbuilding the slope and cutting back to the compacted core, or by direct compaction of the slope face with suitable equipment If fill slopes are built "at grade" using direct compaction methods then the slope construction should be performed so that a constant gradient is maintained throughout construction Soil should not be "spilled" over the slope face nor should slopes be "pushed out" to obtain grades Compaction equipment should compact each lift along the immediate top of slope Slopes should be back rolled approximately every 4 feet vertically as the slope is built Density tests should be taken periodically during grading on the flat surface of the fill three to five feet horizontally from the face of the slope In addition, if a method other than over building and cutting back to the compacted core is to be employed, slope compaction testing during construction should include testing the outer six inches to three feet in the slope face to determine if the required compaction is being achieved Finish grade testing of the slope should be performed after construction is complete Each day the Contractor should receive a copy of the Soils Engineer's "Daily Field Engineering Report" which would indicate the results of field density tests that day 9 Fill over cut slopes should be constructed in the following manner a) All surficial soils and weathered rock materials should be removed at the cut-fill interface b) A key at least 1 equipment width wide and tipped at least 1 foot into slope should be excavated into competent materials and observed by the Soils Engineer or his representative c) The cut portion of the slope should be constructed prior to fill placement to evaluate if stabilization is necessary, the contractor should be responsible for any additional earthwork created by placing fill prior to cut excavation 10 Transition lots (cut and fill) and lots above stabilization fills should be capped with a four foot thick compacted fill blanket 11 Cut pads should be observed by the Geologist to evaluate the need for overexcavation and replacement with fill This may be necessary to reduce water infiltration into highly fractured bedrock or other permeable zones,and/or due to differing expansive potential of materials beneath a structure The overexcavation should be at least three feet Deeper overexcavation may be recommended in some cases (3) 12 Exploratory backhoe or dozer trenches still remaining after site removal should be excavated and filled with compacted fill if they can be located Grading Observation and Testing 1 Observation of the fill placement should be provided by the Soils Engineer during the progress of grading 2 In general, density tests would be made at intervals not exceeding two feet of fill height or every 1,000 cubic yards of fill placed This criteria will vary depending on soil conditions and the size of the fill In any event, an adequate number of field density tests should be made to evaluate if the required compaction and moisture content is generally being obtained 3 Density tests may be made on the surface material to receive fill, as required by the Soils Engineer 4 Cleanouts, processed ground to receive fill, key excavations,subdrams and rock disposal should be observed by the Soils Engineer prior to placing any fill It will be the Contractor's responsibility to notify the Soils Engineer when such areas are ready for observation 5 A Geologist should observe subdram construction 6 A Geologist should observe benching prior to and during placement of fill Utility Trench Backfill Utility trench backfill should be placed to the following standards 1 Ninety percent of the laboratory standard if native material is used as backfill 2 As an alternative, clean sand may be utilized and flooded into place No specific relative compaction would be required, however, observation, probing, and if deemed necessary, testing may be required 3 Exterior trenches, paralleling a footing and extending below all plane projected from the outside bottom edge of the footing, should be compacted to 90 percent of the laboratory standard Sand backfill, unless it is similar to the mplace fill, should not be allowed in these trench backfill areas Density testing along with probing should be accomplished to verify the desired results (4) COAST GEOTECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS June 3, 1997 David Huarte and Brooks A Worthing Huarte-Worthing Limited c/o Brooks A Worthing BA Worthing, Inc P O Box 1041 Carlsbad, CA 92018 Subject FOUNDATION PLAN REVIEW Proposed Single-Family Residence 1384 Cynthia Lane Carlsbad, California Reference PRELIMINARY GEOTECHNICAL INVESTIGATION Two Proposed Single-Family Residences Two Continuous Vacant Lots Terminus of Cynthia Lane Carlsbad, California Prepared by Coast Geotechmcal Dated April 21, 1997 Dear Mr Huarte and Mr Worthing As requested, we have reviewed the project foundation plans prepared by B Worthing Pan Service and observed that they have, in general, included the recommendations presented in our Preliminary Geotechmcal Investigation, (Job No P-256047) COMMENTS 1) All proposed footings should be founded the designed depth below the lowermost adjacent subgrade at the time of foundation excavation 779 ACADEMY DRIVE • SOLANA BEACH • CALIFORNIA 02075 (619) 755-8622 • FAX (619) 755-9126 June 3, 1997 WO P-256047 Page 2 2) All footing excavations should be observed by a representative of this firm prior to placement of steel 3) All of the recommendations of the referenced report remain applicable and should be implemented during the construction phase LIMITATIONS The findings and opinions presented herein have been made in accordance with generally accepted professional principals in the fields of geotechmcal engineering No warranty is provided If you have any questions regarding this letter, please contact our office Reference to our Job No P-256047 will help expedite a response to your inquiry Respectfully submitted, C:OAST GEOTECHN1CAL Mark Burwcll Geologist iVithaya Smghanet, P E Geotechmcal Engineer COAST GEOTECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS July 10, 1997 David Huarte and Brooks A Worthing Huarte-Worthmg Limited c/o Brooks A Worthing BA Worthing, Inc P O Box 1041 Carlsbad, CA 92018 References 1) COMPACTION REPORT Proposed Single-Family Residence 1384 Cynthia Lane Carlsbad, California Prepared by Coast Geotechnical Dated July8, 1997 2) PRELIMINARY GEOTECHNICAL INVESTIGATION Two Proposed Single-Family Residences Two Continuous Vacant Lots Terminus of Cynthia Lane Carlsbad, California Prepared by Coast Geotechnical Dated April 21, 1997 NOTICE OF FOOTING EXCAVATION OBSERVATION 1) The footing excavations for the proposed residence and garage have been observed by this firm The footings are founded into non-expansive fill deposits as recommended in the referenced preliminary geotechnical report 779 ACADEMY DRIVE • SOLANA BEACH • CALIFORNIA 92075 (619) 755-8622 • FAX (619) 755-9126 July 10, 1997 WO G-256047 Page 2 2) The surficial deposits in the building pad area were removed and replaced as compacted fill (see referenced report No 1) The building pad was prepared in general accordance with the recommendations presented in the preliminary geotechnical report 3) The footing excavations are approved by this firm provided all loose deposits are removed from the base of the excavation prior to pouring concrete The footing excavations were not reviewed for compliance with structural plans and location 4) Utility lines within the building footprint were backfilled with on-site granular deposits Observation and probing suggests that the backfill was adequately placed If you have any questions regarding this letter, please contact our office Reference to our Job No P-256047 will help expedite a response to your inquiry Respectfully submitted, COAST GEOTECHNICAL Mark Burwell Geologist TH& A, me. Engineering and Code Consultants 2581 VMa Logo Terrace Exondldo, CA 92029 (610)746-8112 ENERGY CALCULATIONS i^ CYNTHIA LANE PROJECT CERTIFICATE OF COMPLIANCE RESIDENTIAL Page l CF-1R Project Title Project Address Documentation Author Climate Zone ... Compliance Method Date.04/10/97 ******* *v4.50******** Cynthia Lane Project Cynthia Lane Carlsbad, CA. 92008 T Q. H TH&A, Inc. 2581 Vista Lago Terrace Escondido, CA 92029 619-746-5112 07 MICROPAS4 v4 50 for 1995 Standards by Enercomp, Inc. Building Permit # Plan Check / Date Field Check/ Date MICROPAS4 V4.50 File-CYNTHIA Wth-CTZ07S92 Program-FORM CF-1R User#-MP0820 User-TH&A, Inc Run-New House GENERAL INFORMATION Conditioned Floor Area . . 2902 sf Building Type Single Family Detached Construction Type Building Front Orientation. Number of Dwelling Units .. Number of Stories.. .... Floor Construction Type.... Glazing Percentage.. . . . Average Glazing U-value New Front Facing 270 deg (W) 1 2 Slab On Grade 18.4 % of floor area 0.64 Btu/hr-sf-F BUILDING SHELL INSULATION Component Type Wall Roof Door Frame Type Wood Wood n/a Cavity R-value R-13 R-30.7 R-0 Sheathing R-value R-0 R-0 R-n/a Assembly U-Value Location/Comments 0.088 Exterior Wall, 0.035 Attic 0.330 Solid Wood Garage Wall FENESTRATION Orientation Window Window Window Window Window Window Window Window Window Window Window Window Window Door Window Window Window Window Skylight Front Front Front Front Front Front Back Back Back Back Back Right Right Right Left Left Left Left Horz (W) (W) (W) (W) (W) (W) (E) (E) (E) (E) (E) (S) (S) (S) (N) (N) (N) (N) Area (sf) 20.0 45 .0 13.3 30.0 75.0 24 0 12 0 17 5 60 0 90.0 30.0 12.0 15.0 20.0 15.0 6.0 20.0 20.0 8.0 U- Value 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 650 .650 .620 .650 .650 .650 .650 650 650 .650 .620 .650 .650 .600 650 .650 .650 .650 .600 # of Interior Pan- Shading/ es Description 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Drapes Drapes Drapes Drapes Drapes Drapes Drapes Drapes Drapes Drapes Drapes Drapes Drapes Drapes Drapes Drapes Drapes Drapes None .Wht .Wht .Wht .Wht .Wht Wht Wht Wht .Wht .Wht .Wht Wht Wht .Wht .Wht .Wht Wht .Wht Over- Exterior hang/ Framing Shading Fins Type None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl CERTIFICATE OF COMPLIANCE RESIDENTIAL Page 2 CF-1R Project Title..Cynthia Lane Project Date..04/10/97 MICROPAS4 v4 50 File-CYNTHIA Wth-CTZ07S92 Program-FORM CF-1R User#-MP0820 User-TH&A, Inc. Run-New House THERMAL MASS Area Thickness Type Exposed (sf) (in) SlabOnGrade SlabOnGrade InteriorHorz Equipment Type Furnace NoCooling Yes 468 3 5 No 1040 3 5 Yes 70 10 HVAC SYSTEMS Minimum Duct Efficiency Location 0.780 AFUE Attic 10 00 SEER Attic WATER HEATING SYSTEMS Location/Comments Nook/Kit /Bathl /Laundry Covered Tile Kichen/Bath Duct Thermostat R-value Type R-4 2 Setback R-4 2 Setback Tank Type Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R-value Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R Project Title .. .. Cynthia Lane Project Date 04/10/97 MICROPAS4 V4.50 File-CYNTHIA Wth-CTZ07S92 Program-FORM CF-1R User#-MP0820 User-TH&A, Inc. Run-New House COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section DESIGNER or OWNER DOCUMENTATION AUTHOR Name . . B Worthing Plan Service Name T. Q H Company. Designer Company. TH&A, Inc. Address. P. 0. Box 1041 Address 2581 Vista Lago Terrace Carlsbad, CA. 92014 Escondido, CA 92^029 Phone . . (619) 729-3965 Phone 619^=J?46-5i: License. "gy-| Signed . ^(-^ ^ Signedw~ >- ENFORCEMENTVAGENCY Name . . Title . . Agency. . Phone . Signed (date) COMPUTER METHOD SUMMARY Page 1 C-2R Project Title , Project Address. Documentation Author. Climate Zone Compliance Method... Date******* *v4.50******** 04/10/97Cynthia Lane Project Cynthia Lane Carlsbad, CA 92008 T. Q H. TH&A, Inc. 2581 Vista Lago Terrace Escondido, CA 92029 619-746-5112 07 MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. Building Permit # Plan Check / Date Field Check/ Date MICROPAS4 v4 50 File-CYNTHIA Wth-CTZ07S92 Program-FORM C-2R User#-MP0820 User-TH&A, Inc. Run-New House MICROPAS4 Energy Use (kBtu/sf-yr) Space Heating Space Cooling Water Heating Total *** Building complies ENERGY USE SUMMARY Standard Proposed Design Design 1 78 1.33 3 65 2.73 9.00 9.00 Compliance Margin 0.45 0.92 0.00 14.43 13.06 1.37 with Computer Performance *** GENERAL INFORMATION Zone Type Conditioned Floor Area... Building Type Construction Type Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type Floor Construction Type... Number of Building Zones... Conditioned Volume ... . Footprint Area Ground Floor Area Slab-On-Grade Area Glazing Percentage Average Glazing U-value.... Average Ceiling Height 2902 sf Single Family Detached New Front Facing 270 deg (W) 1 2 ReducedYear Slab On Grade 1 26118 cf 1507.5 sf 1507 5 sf 1507 5 Sf 18.4 % of floor area 0 64 Btu/hr-sf-F 9 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat (sf) (cf) Units itioned Type Vent Special Height Vent Area (ft) (sf) HOUSE Residence 2902 26118 1.00 Yes Setback 8 0 n/a :OMPUTER METHOD SUMMARY Project Title. . MICRO PAS 4 . Cynthia Lane Project Page 2 Date. . V4.50 File-CYNTHIA Wth-CTZ07S92 Program- FORM User#-MP0820 User-TH&A, Inc. Run-New House C-2R C-2E 04/10/9^ OPAQUE SURFACES Surface iOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Roof 6 Door 7 Wall Surface Area (sf) 884 295 902 327 1366 20 152 U- Insul Act Solar Form 3 value R-val Azm Tilt Gains Reference Location/ Comment s 0 088 13 270 90 Yes W 13 2X4.16 Exterior Wall 0 088 13 0 90 Yes W.13 2X4 16 0.088 13 90 90 Yes W.13. 2X4 16 0.088 13 180 90 Yes W.13. 2X4. 16 0.035 30 77 n/a 0 Yes R. 30. 2X12. 16 Attic 0.330 0 270 90 Yes None Solid Wood 0.088 13 180 90 No W.13. 2X4. 16 Garage Wall FENESTRATION SURFACES # of Area Pan- Frame (sf) es Type Vent SC Open U- Act Glass Type value Azm Tit Only SC Interior Int Shading/ Shade Description iOUSE 1 .2 3 4 5 6 7 8 9 LO LI L2 L3 L4 L5 L6 L7 L8 L9 Window Window Window Window Window Window Window Window Window Window Window Window Window Door Window Window Window Window Skylight 20 45 13 30 75 24 12 17 60 90 30 12 15 20 15 6 20 20 8 .0 .0 3 .0 .0 .0 .0 5 .0 0 0 0 0 0 0 .0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Area lass Type (sf) Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Thick (in) Slider 0. Slider 0. Fixed 0 Slider 0 Slider 0. Slider 0 Slider 0 Slider 0 Slider 0 Slider 0 Fixed 0 Slider 0. Slider 0. Slider 0. Slider 0. Slider 0. Slider 0. Slider 0. Fixed 0 . THERMAL Heat Conduct Cap ivity 650 270 650 270 620 270 650 270 650 270 650 270 650 90 650 90 650 90 650 90 620 90 650 180 650 180 600 180 650 0 650 0 650 0 650 0 600 270 MASS - Surface R-value 90 0 88 90 0 88 90 0 88 90 0.88 90 0.88 90 0 88 90 0 88 90 0.88 90 0.88 90 0.88 90 0.88 90 0 88 90 0 88 90 0 88 90 0.88 90 0.88 90 0 88 90 0.88 0 0 88 0.62 0 62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0 62 0 62 0 62 0 62 0.62 0.62 0.62 0.88 Drapes Drapes . Drapes . Drapes . Drapes . Drapes . Drapes . Drapes . Drapes . Drapes . Drapes . Drapes Drapes . Drapes Drapes Drapes Drapes . Drapes . None Wht Wht Wht Wht Wht Wht Wht Wht Wht Wht Wht Wht Wht Wht Wht Wht Wht Wht Location/Comments IOUSE 1 2 3 SlabOnGrade SlabOnGrade IntenorHorz 468 1040 70 3.5 3.5 1.0 28.0 0 98 28.0 0 98 24.0 0 67 R-0.0 R-2.0 R-0 0 Nook/Kit /Bathl /Laundry Covered Tile:Kichen/Bath COMPUTER METHOD SUMMARY Page 3 C-2R Project Title.... . . Cynthia Lane Project Date 04/10/97 MICROPAS4 v4 50 File-CYNTHIA Wth-CTZ07S92 Program-FORM C-2R User#-MP0820 User-TH&A, Inc Run-New House HVAC SYSTEMS System Type HOUSE Furnace NoCooling Tank Type Heater Type Minimum Efficiency Duct Location 0.780 AFUE Attic 10.00 SEER Attic WATER HEATING SYSTEMS Distribution Type Number in System Duct R-value R-4 2 R-4 2 Energy Factor Duct Efficiency 0 880 0.870 Tank Size (gal) External Insulation R-value Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC Date..******* *v4 50******** Project Title Cynthia Lane Project Project Address Cynthia Lane Carlsbad, CA. 92008 Documentation Author. . T. Q H. TH&A, Inc 2581 Vista Lago Terrace Econdido, CA 92029 619-746-5112 Climate Zone . 07 Compliance Method MICROPAS4 v4 50 for 1995 Standards by Enercomp, Inc 04/10/97 Building Permit # Plan Check / Date Field Check/ Date MICROPAS4 v4 50 File-CYNTHIA Wth-CTZ07S92 Program-HVAC SIZING User#-MP0820 User-TH&A., Inc. Run-New House GENERAL INFORMATION Floor Area ... Volume .... Front Orientation .... Sizing Location Latitude Winter Outside Design Winter Inside Design Summer Outside Design Summer Inside Design Summer Range.. Interior Shading Used.. Exterior Shading Used.. Overhang Shading Used.. Latent Load Fraction... 2902 sf 26118 cf Front Facing 270 deg (W) CARLSBAD 33 2 degrees 38 F 70 F 83 F 78 F 10 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Description Opaque Conduction and Solar Glazing Conduction Glazing Solar Infiltration Internal Gain Ducts Sensible Load Latent Load .... Minimum Total Load Heating (Btuh) 8969 10997 n/a 10802 n/a 3077 33844 n/a 33844 Cooling (Btuh) 4380 1718 23230 729 2550 3261 35867 7173 43040 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment Mandatory Measures Checklist: Residential MF-1R NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only DESCRIPTION Building Envelope Measures * §150(a): Minimum R-19 ceiling insulation §150(b). Loose fill insulation manufacturer's labeled R- Value * §1 S0(c) Minimum R-1 3 wall insulation in framed walls (does not apply to exterior mass walls). * §1 50(d) Minimum R-1 3 raised floor insulation in framed floors, minimum R-8 in concrete raised floors §1 50(l) Slab edge insulation • water absorption rate no greater than 0 3%, water vapor transmission rate no greater than 2 0 perm/inch. §1 1 8 Insulation specified or installed meets California Energy Commission quality standards Indicate type and form. §116-17 Fenestradon Products, Exterior Doors and Infiltrataon/Exfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage b Manufactured fenestration products have label with certified U-value, and infiltration certification c. Exterior doors and windows weatherstripped, all joints and penetrations caulked and sealed. §1 50(g) Vapor barriers mandatory in Climate Zones 1 4 and 1 6 only §1 50(1) Special infiltration barrier installed to comply with §1 51 meets Commission quality standards. §1 50(e) Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1 Masonry and factory-built fireplaces have, a Closeable metal or glass door b Outside air intake with clamper and control c Rue damper and control 2 No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §1 10 -13 HVAC equipment, water heaters, showerheads and faucets certified by the Commission §150(i) Setback thermostat on all applicable heating systems §1500) Pipe and Tank Insulation 1 . Indirect hot water tanks (e g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-1 2 or greater) or combined interior/exterior insulation (R-16 or greater). 2 Rrst 5 feet of pipes closest to water heater tank, non-rearculatmg systems, insulated (R-4 or greater) 3 All buried or exposed piping insulated in rearculabng sections of hot water system 4 Cooling system piping below 55°F insulated 5 Piping insulated between heating source and indirect hot water tank. *§150(m) Ducts and Fans 1 Ducts constructed, installed and sealed to comply with UMC Sections 1 002 and 1 004, ducts insulated to a minimum installed value of R-4 2 or ducts enclosed entirely within conditioned space 2 Exhaust fan systems have backdraft or automatic dampers 3 Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers §114 Pool and Spa Heating Systems and Equipment 1 System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light 2 System is installed with a At least 36' pipe between filter and heater for future solar heating b Cover for outdoor pools or outdoor spa. 3 Pool system has directional inlets and a circulation pump tame switch. §1 1 5 Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burmg pilot light (Exception: Non-electrical cooking appliance with pilot < 1 50 Btu/hr ) Lighting Measures §1 50(k) 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets, and recessed ceiling fixtures 1C (insulation cover) approved R«vl»«d January 1992 DESIGNER X X X X N/A X X N/A X X X X X X N/A N/A X X ENFORCEMENT MICROPAS4 t_ Oocv IH CBII 3 Figure 2-18 Orientation and Plan Azimuth Diagram Note: To determine the plan azimuth, start at the front orientation and rotate clockwise until meeting the desired orientation: Back Plan-'Back1 or 180° (Actual-210°) Front 2 1?g?2 Front (Entrance) Plan = 'Front1 or 0° (Actual« 30°) o Note: As with architectural drawings, the plan azimuth is determined by an observer standing outside the building looking at the front elevation. Plan Azimuths Back 180° 135°225° Left 90°•270° 45°\ 315° 0° Front 2-26 COMPLIANCE 7/1&92 © 1992 by Bnercomp, Inc. TH&A, INC. Engineering and Code Consultants 2581 Vista Lago Terrace Escondido, CA 92029 (619)746-5112 • Structural Engineering • Plan Checking • Building Code Consulting • Title 24 Energy DISCLAIMER TH&A, _Inc accepts no responsibility for final HVAC system selection, installation, or performance The HVAC mechanical contractor is to supply documentation on equipment selection and all applicable energy efficiency certifications required by the state TH&A, Inc will not be responsible for any action taken by anyone on the project if that person has knowledge of any discrepancy, omission, or ambiguity in the calculations, drawings, or specifications. Plan Check No CERTIFICATE OF COMPLIANCE CITY OF CARLSBAD COMMUNITY DEVELOPMENT 2075 LAS PALMAS DR , 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 801 Pine Avenue Carlsbad CA 92009 (434-0661) Encmitas Union 101 South Rancho Santa Fe Rd Encmitas CA 92024(944-4300) w5Project Applicant Project Address RESIDENTIAL V San Marcos Unified 1290 West San Marcos Blvd San Marcos CA 92024 (744-4776) San Dieguito Union High School 710 Encmitas Boulevard Encmitas CA 92024(753-6491) APN -ZJO - of GO SQ FT of living area ^-f 9e>?_ SQ FT of covered area COMMERCIAL/INDUSTRIAL Prepared by \l V number of dwelling units SQ FT of garage area _ Date S FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 _ Final Map approval and construction started before September 1, 1986 (other school fees paid) Other _ _ _ Residential Fee Levied $5 based on Comm/lndust Fee Levied $based on J.H.W sq ft sq ft ), (fj I District Official Title Date 2075 LAS PALMAS DR Ph, (760)438-1161 ext4503 FAX(760)438-0894 Carlsbad Building Department Fax To BA Worthing From Patrick Kelley Fax 729-0784 Pages Phone 729-3965 Date August 7,1997 Re Stop Work Order CC Job File D Urgent D For Review D Please Comment D Please Reply D Please Recycle • Comments Today I issued a stop work order on your project at 1384 Cynthia Lane There were carpenters working at 6 00 in the morning That stop work order is in effect until I have your written assurance that you have instructed all your subcontractors that the hours of construction are limited to 7a m to dusk on weekdays and 8 00 a m to dusk on Saturdays No work is allowed on Sundays Please forward this written assurance ASAP so the Red Tag may be lifted Any future occurrence may result in a citation being issued to each violator and the General Contractor for each occurrence August 7,1997 Attention All Subcontractors, materials suppliers, is allowed on the job before 7:00 A.M.one is a thank you,