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HomeMy WebLinkAbout156 CHINQUAPIN AVE; ; CB992422; Permit09/30/1999 City of Carlsbad Residential Permit Permit No CB992422 Building Inspection Request Line (760) 438-3101 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title 156 CHINQUAPIN AV CBAD Sub Type SFD Lot# 5 Construction Type VN Reference # Structure Type SFD 3 Bathrooms 2 5 THE PALISADES 3 435 SF HOUSE, 414 SF GARAGE RESDNTL 2060131400 $291 19200 6 1 Applicant MACIEL AL 2020 ONE COLUMBIA ALISOVIEJOCA 92656 949-362-9700 Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# Owner KEYSTONE CARLSBAD L L C 9683 TIERRA GRANDE ST #201 SAN DIEGO CA 92126 PENDING 07/01/1999 JM Total Fees $23 462 24 Total Payments To Date $000 Balance Due $2346224 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Paik in Lieu Fee Pai k Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee $1,29308 Reel Water Con Fee $0 00 Meter Size $840 50 Add'l Reel Water Con Fee $0 00 CFD Payoff Fee $0 00 PFF $2912 PFF (CFD Fund) $0 00 License Tax $0 00 License Tax (CFD Fund) $0 00 Traffic Impact Fee $0 00 Traffic Impact (CFD Fund) $0 00 LFMZ Transportation Fee $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $2 400 00 Housing InLieu Fee D5/8 Master Drainage Fee $0 00 Sewer Fee TOTAL PERMIT FEES $000 $000 $000 $5 299 69 $4 892 03 $000 $000 $409 00 $461 00 $000 $000 $161 00 $6000 $5250 $000 $451500 $1,19532 $7 546 00 $23 462 24 Inspecto FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 I as Palmas Dr, Carlsbad CA 92009 (760)438-1161 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By ,, Date 7)T A/ Business Name (at this address) Description of Work _ " SQ FT 2 -" CONTACT PlRSQN (if different froffi apphcanlp^V #of Stories # of Bedrooms # of Bathrooms Name ' ' * Address JJ APPLICANT ^n^ContraSor JD Afent for Contractor r City State/Zip Telephone # Fax # .,,::,„ „:„... ^g~- State/Zip Telephone ttName 4 PROPERTY Address City -*» Address City State/Zip Telephone #Name 5 CONTRACTOR" (Sec 70 !1 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^apphcant to a civil penalty of not more than five hyijdr>edxdollars [4500]) City I State/Zip Telephone # City Business License # Name State License # 1A0 Address License Class 7H--/e4< tfi'g'ner Name " ' Address* " * tity * State/Zip Telephone State LICI nse # v^T?^'i/ 6 WORKERS COMPENSATION8*" "'U., ' T ' € Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations D 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 ^^\XI I h ive 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 Insurance Company /£\ £^0*A & Policy No \A/^ *7 ^ i 6?*S> Tr'tQ Expiration Date_-ED I(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) ["I 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 I BUILDER DECLARATION i ^ -11 „ 4L « „ * I hereby affirm that I am exempt from the Contractor s License Law for the following reason Q 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 woik 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 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 for such projects with contractor(s) licensed pursuant to the Contractor s License Law) l~l I arn exempt under Section Business and Professions Code for this reason 1 I p< rsonally plan to provide the major labor and materials for construction of the proposed property improvement l~l YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I h ive 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 /VO/V-/?£S/DF/Vr//JI BUILDING PERMITS ONLY *^J T?&3a=^,_, _. ** „ "^ 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? Q YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' d YES d NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' Q YES Q 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 REQUIRI MENTS 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(i) Civil Code) LENDER S NAME (7&t^f& WZH (C LENDER S ADDRESS 9**4-ApPLICANT CEltTFICATION !— . ""!fKS'i ^ ^ "* 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 CitV 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 JUDGMI NTS 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 stones 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 m commenced for a period of 1 80 days (Section 106 4 4 Uniform Building Code) . APPLICANT S SIGNATURE "jt/H / fy DATE Jfa fao I ' *}*) _ WHITE File YELLOW Applicant PINK Finance ' 13-33 RffiE 81/81 Crfy 0/ Carlsbad ifeiS factor AwmiK CarfctsKJCaSnaroa INSPECTION RECORD INSPECTION RECORD CAJZD WITH APPROVED PLANS MUST BE KEPT ON THE JOB CALL PRIOR TO 2.-00 PjM FOR NEXT WORKDAY INSPECTION _ _ BUILDING INSPECTION (760)602-2725 USBOCCUMMCT COMUMCKK Af PROVED TO CX»Vt« Dule faapectoi Notes - 11w* c CBOWT o w -41 DRjy »^s ni i >- \nos TOW sofioos QCBUM: ROOF ShE#IHB,MC EXT IATH rffflr- 4jvO 3L«CO TO"»OUT OWAST*K/n TU8 ?KD DO'S TEST DOW11NC O W WER BEATER O SOtAR WATS' flfCTRKAl Q uUCT )C UNOERG«O*-'^£> ROUGH HKTRJC W Ute ROUGH EL£CTR'C CEIUNC DEUCTRCStSVICE DTaiPOfWiSV a acxo'M: o pool FINAl U*JDERCROUND DUCTS & MPJNC O DUCT & iOiM O RB- PIWKC H^AT ^IRCOHD St STEMS FINAL OM f OK HMAt l\fffCT CW H MM Ail AfraO'Sa^Tt- IJfMS i^BOW E3KMWBC«a» FINAL Sign When Appropriate Buiidinj Osp: ilnspscfon )'SCJ 6Ctt 2~2$ i F te Dspsrtirsit t?60j eOJ 10«> Plan ( «O18«»-«7B8 _&i. 8 i «sCMVVD SK S^CK K»SS^CAl MOTH City of Carlsbad Final Building Inspection Dept Building "Engineering Planning CMWD St Lite Fire Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected <— Bv Inspected Bv Inspected Bv Comments '. CB992422 THE PALISADES 3 435 SF HOUSE 414 SF GARAGE 156 CHINQUAPIN AV RENNY Phone 7607204821 CA Water Dist CA T>r^> Date fr\ Z r\ST\ — Inspected fU -> \- Date Inspected Date Inspected ^r^^r t********* „ Date Permit Type Sub Type Lot 5 V^"^Approved Approved Approved (67* (~0wpL€Tl 10/3/2000 RESDNTL SFD Disapproved \ Disapproved Disapproved City of Carlsbad Bldg Inspection Request For 10/12/2000 Permit# CB992422 Title THE PALISADES Description 3,435 SF HOUSE, 414 SF GARAGE Inspector Assignment PD Type RESDNTL Job Address Suite Location APPLICANT MACIELAL Owner BEACH KING INC Remarks Sub Type SFD 156 CHINQUAPIN AV Lot 5 Phone 7607204821 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By RENIE Entered By CHRISTINE Act Comments Associated PCRs PCR00032 ISSUED Inspection History Date 10/10/2000 10/6/2000 10/3/2000 9/22/2000 7/21/2000 7/21/2000 6/27 '000 6/1 / '000 5/26/2000 5/25/2000 5/24/2000 5/22/2000 5/18/2000 5/16/2000 5/37 '000 4/24/2000 Description 89 Final Combo 89 Final Combo 89 Final Combo 39 Final Electrical 21 Underground/Under Floor 22 Sewer/Water Service 82 Drywall/Ext Lath/Gas Test 17 Interior Lath/Drywall 16 Insulation 14 Frame/Steel/Bolting/Welding 84 Rough Combo 84 Rough Combo 84 Rough Combo 84 Rough Combo 13 Shear Panels/HDs 15Roof/Reroof Act CO CO CO AP we AP AP NR AP AP AP CO CO CO AP AP lns| PD PD PD PD TL TL PD PD PD PS PD PD PD PD PD PD Comments SEE ATTACHED NOTICE EMR PREVIOUSLY City of Carlsbad Bldg Inspection Request For 10/3/2000 Permit# CB992422 Title THE PALISADES Description 3,435 SF HOUSE, 414 SF GARAGE Inspector Assignment PD Type RESDNTL Sub Type SFD Job Address 156 CHINQUAPIN AV Suite Lot 5 Location APPLICANT MACIELAL Owner BEACH KING INC Remarks Phone 7607204821 Inspector Total Time Requested By RENNY Entered By ROBIN CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments QO Associated PCRs Inspection History Date Description 9/2.V2000 39 Final Electrical 7/21/2000 21 Underground/Under Floor 7/21/2000 22 Sewer/Water Service 6/2/2000 82 Drywall/Ext Lath/Gas Test 6/1/2000 17 Interior Lath/Drywall 5/2e>/2000 16 Insulation 5/2V2000 14 Frame/Steel/Bolting/Welding 5/24/2000 84 Rough Combo 5/2.V2000 84 Rough Combo 5/18/2000 84 Rough Combo 5/1()/2000 84 Rough Combo 5/3/2000 13 Shear Panels/HDs 4/24/2000 15Roof/Reroof 4/21/2000 15Roof/Reroof 3/10/2000 11 Ftg/Foundation/Piers 3/10/2000 11 Ftg/Foundation/Piers Act Insp Comments AP PD EMR WC TL AP TL AP PD NR PD AP PD AP PS PREVIOUSLY AP PD CO PD CO PD CO PD AP PD AP PD CO TL NOT READY PA PD SLAB AP NF NOTICE CITY OF CARLSBAD (760) 602 2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE I u " ' * Vt/ TIME_ LOCATION_ PERMIT NO a ft 3 iiJ ^o' > , ' to M-B^^ FOR INSI^ECTION CALL (760) 602 2725 RE INSPECTION FEE DUE? FOR FJLJRTHEFUNFORMATION CONTACT YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 9/22/2000 Permit# CB992422 Title THE PALISADES Description 3,435 SF HOUSE, 414 SF GARAGE Inspector Assignment PD Type RESDNTL Job Address Suite Location APPLICANT MACIELAL Owner BEACH KING INC Remarks Sub Type SFD 156 CHINQUAPIN AV Lot 5 Phone 7607204821 Inspector Total Time Requested By RENNY Entered By ROBIN CD Description 39 Final Electrical Act Comments M Associated PCRs Inspection History Date Description 7/21/2000 21 Underground/Under Floor 7/21/2000 22 Sewer/Water Service 6/2/2000 82 Drywall/Ext Lath/Gas Test 6/1/2000 17 Interior Lath/Drywall 5/26/2000 16 Insulation 5/2'V2000 14 Frame/Steel/Bolting/Weldmg 5/24/2000 84 Rough Combo 5/2 V2000 84 Rough Combo 5/18/2000 84 Rough Combo 5/16/2000 84 Rough Combo 5/3/2000 13 Shear Panels/HD s 4/24/2000 15Roof/Reroof 4/2I/2000 15Roof/Reroof 3/10/2000 11 Ftg/Foundation/Piers 3/10/2000 11 Ftg/Foundation/Piers 3/10/2000 12 Steel/Bond Beam 3/9/2000 11 Ftg/Foundation/Piers 3/3/2000 11 Ftg/Foundation/Piers 3/3/2000 12 Steel/Bond Beam 3/2/2000 11 Ftg/Foundation/Piers 3/1/2000 11 Ftg/Foundation/Piers 3/1/2000 14 Frame/Steel/Bolting/Weldmg Act Insp Comments WC TL AP TL AP PD NR PD AP PD AP PS PREVIOUSLY AP PD CO PD CO PD CO PD AP PD AP PD CO TL NOT READY PA PD SLAB AP NF AP NF NR PD CO NF CO NF NS PD CO PD WC PD Inspection List Permit* CB992422 Type RESDNTL SFD Date Inspection Item Inspector Act 6/2/2000 82 6/1/2000 17 5/26/2000 16 5/25/2000 14 5/24/2000 84 5/22/2000 84 5/18/2000 84 5/16/2000 84 5/3/2000 13 4/24/2000 15 4/21/2000 15 3/10/2000 11 3/10/2000 11 3/10/2000 12 3/9/2000 1 1 3/3/2000 1 1 3/3/2000 12 3/2/2000 1 1 3/1/2000 11 3/1/2000 14 3/1/2000 31 2/18/2000 11 2/4/2000 21 <>/3/2000 24 2/2/2000 24 1/31/2000 11 Drywall/Ext Lath/Gas Test Interior Lath/Drywall Insulation Frame/Steel/Boltmg/Weldm Rough Combo Rough Combo Rough Combo Rough Combo Shear Panels/HDs Roof/Reroof Roof/Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers Steel/Bond Beam Ftg/Foundation/Piers Ftg/Foundation/Piers Steel/Bond Beam Ftg/Foundation/Piers Ftg/Foundation/Piers Frame/Steel/Bolting/Weldin Underground/Conduit-Winn Ftg/Foundation/Piers Underground/Under Floor Rough/Topout Rough/To pout Ftg/Foundation/Piers PD PD PD PS PD PD PD PD PD PD TL NF PD NF PD NF NF PD PD PD PD NF PD PD PD PD AP NR AP AP AP CO CO CO AP AP CO AP PA AP NR CO CO NS CO we CO CO AP CO NR NR THE PALISADES 3,435 SF HOUSE 414 SF GARAGE Comments PREVIOUSLY NOT READY SLAB NO PLANS Friday July 07 2000 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 5/26/2000 Permit# CB992422 Title THE PALISADES Description 3,435 SF HOUSE, 414 SF GARAGE Inspector Assignment PD Type RESDNTL Sub Type SFD Job Address 156 CHINQUAPIN AV Suite Lot 5 L ocation APPLICANT MACIELAL Owner BEACH KING INC Remarks Phone 7607204821 Inspector Tolal Time Requested By RENIE GOMEZ Entered By CHRISTINE CD Description 16 Insulation Act Comments 9 Associated PCRs Inspection History Date 5/24/2000 5/22 '2000 5/18/2000 5/16/2000 5/3/2000 4/24/2000 4/21/2000 3/10/2000 3/10/2000 3/10/2000 3/9/2000 3/3/2000 3/3/2000 3/2/2000 3/1/2000 3/1/2000 3/1/2000 2/18/2000 2/4/2000 2/3/2000 2/2/2000 1/31/2000 Description 84 Rough Combo 84 Rough Combo 84 Rough Combo 84 Rough Combo 13 Shear Panels/HDs 1 5 Roof/Reroof 15Roof/Reroof 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Bolting/Welding 31 Underground/Conduit Wiring 1 1 Ftg/Foundation/Piers 21 Underground/Under Floor 24 Rough/Topout 24 Rough/Topout 0 1 1 Ftg/Foundation/Piers Act AP CO CO CO AP AP CO AP PA AP NR CO CO NS CO we CO CO AP CO NR NR Insp PD PD PD PD PD PD TL NF PD NF PD NF NF PD PD PD PD NF PD PD PD PD Comments NOT READY SLAB NO PLANS City of Carlsbad Bldg Inspection Request For 3/10/2000 Permit# CB992422 Title THE PALISADES Description 3,435 SF HOUSE, 414 SF GARAGE Inspector Assignment PD Type RESDNTL Job Address Suite Location APPLICANT MACIELAL Owner BEACH KING INC Remarks Sub Type SFD 156 CHINQUAPIN AV Lot 5 Phone 9496785428 Inspector Total Time CD Description 11 Ftg/Foundation/Piers Requested By RENE Entered By CHRISTINE Act Comments Associated PCRs Inspection History Date 3/3/2000 3/3/2000 3/2/2000 3/1/2000 3/1/2000 3/1/2000 2/18/2000 2/4/2000 2/3/2000 2/2/2000 1/31/2000 Description 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Bolting/Welding 31 Underground/Conduit Wiring 1 1 Ftg/Foundation/Piers 21 Underground/Under Floor 24 Rough/Topout 24 Rough/Topout 1 1 Ftg/Foundation/Piers Act CO CO NS CO we CO CO AP CO NR NR Insp NF NF PD PD PD PD NF PD PD PD PD Comments NO PLANS City of Carlsbad Bldg Inspection Request For 2/18/2000 Permit* CB992422 Title THE PALISADES Description 3,435 SF HOUSE, 414 SF GARAGE Type RESDNTL Job Address Suite Location APPLICANT MACIELAL Owner BEACH KING INC Remarks PM PLEASE Sub Type SFD 156 CHINQUAPIN AV Lot 5 Inspector Assignment PD Phone 0000000000 Inspector Total Time CD Description 11 Ftg/Foundation/Piers Act Comments Co Requested'By NA Entered By CHRISTINE Associated PCRs Inspection History Date Description 2/4/2000 21 Underground/Under Floor 2/3/2000 24 Rough/Topout 2/2/2000 24 Rough/Topout 1/31/2000 1 1 Ftg/Foundation/Piers Act Insp Comments AP PD CO PD NO PLANS NR PD NR PD \ J|r 7, • \ City of Carlsbad Bldg Inspection Request For 2/3/2000 Permit# CB992422 Title THE PALISADES Description 3,435 SF HOUSE, 414 SF GARAGE Inspector Assignment PD Type RESDNTL Job Address Suite L ocation APPLICANT MACIELAL Owner BEACH KING INC Remarks Sub Type SFD 156 CHINQUAPIN AV Lot 5 Phone 6195724292 Inspector /' Total Time CD Description 24 Rough/Topout Act Comments Requested By CHARLIE Entered By CHRISTINE Associated PCRs Inspection History Date Description Act Insp Comments 1/31/2000 11 Ftg/Foundation/Piers NR PD CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE LOCATION /Itf PERMIT NO (760) 602 2700 1635 FARADAY AVENUE TIME/7 4 FOR INSPECTION CALL (760) 602 2725 RE INSPECTION FEE DUE? J I YES FOR FURTMER INFORMATION CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER ® NORCALENGINEERING 562 799 9459 03/09 '00 12 10 NO 724 01 NORCAL ENGINEERING hAC SIMILE TRANSMITTAL SHEET 10 NuJc IKOM TmyD NontD Depi of Building and Safety DA II OV09/00 FAXNUMTSLR 760 602 8560 TOTAl NO OF PA( hS INf LUDINt ( OVI R IHONI NDMhHK SI NDtRSRFU KLNCFNIJVBIR 8017 98 Rtstdcntu! Dcvplopniaii Kl I LR.ENCF NUMBER QlIRCtNT 0FORRrV(l-\V D PI HASE COMMbNT D I'LEASF Rf-PLY D PLEASI- RECYC1 NOIL5/COMMINTS Block I of Palisades Map No 1747, Lots 5 8 Inspect i< »m 10611 MUMHOLI STREEl I OS AI AMI I OS CA 90720 719 94fv PHONE / (^02) 799 ^419 FAX NORCALENGINEERING 562 799 9459 03/09 '00 12 11 NO 724 02 NorCal Engineering Soils and Geotechmcal Consultants I0641 Humbolt Street! os AJamitos CA 90720 (S62)799-9469 FAX (562)799-9459 March 10, 2000 Project Number 8017-98 Southland Communities Inc One Columbia Suite 2020 Aliso Viejo, California 92656-1473 Attn Mr Mike Armstrong RE Inspections - Proposed Residential Development - Located on Chinquapin Avenue in the City of Carlsbad California (Block I of Palisades Map No 1747 Lots 5-8) Dear Mr Armstrong Building pads for the proposed development have been graded and compacted as described in our report dated December 22, 1999 Plumbing trenches have been inspected and tested by this firm and results will be provided in a final compaction report All fill soils placed were on-srte materials, other than gravel backfill and are in accordance with our soils report dated Apnl 2, 1999 The foundations were poured without our approval however excavations were placed adjacent to the foundations for our inspection An inspection of these excavations was performed on March 8 2000 and these excavations revealed the foundations were founded into competent materials All foundations were at least 18 inches in depth except for the westerly foundations which are in areas where grades will be raised with compacted fill soils at a later date This compacted fill shall be tested and approved by this firm to ensure compliance with our recommendations The concrete slabs may be poured at this time NORCALENGINEERING March 10 2000 Page 2 562 799 9459 OI'/09 '00 12 11 NO 724 03 Project Number 8017-98 We appreciate this opportunity to be of service tc you If you have any further questions, please do not hesitate to contact the underj igned Respectfully submitt NORCAL ENGIN Keith D Tuckei Project Engineel RGE 841 Troy D Norrell President NorCal Engineering FROM Panasonic FflX SYSTEM PHONE NO 619 442 6957 SOIt-S ATNO CEOTIECHNlCAt, _Feb 29 2000 03 32PM P2 Field Observation Memo 1O6-*1 MC'MBOtl L-Oi ALAfVtUOS CAJ-HORJViA FAX 94->O Project Address /#£>. Si' Date Project Number X" X »xy ^ Acceptedby^^^^^xg, ^2^^^\L^ r **^ 6*-=>— >^ t JliAn. sJJL NorCal Representative FPOM Panasonic FAX SYSTEM PHONE NO 619 442 6957 Feb 29 2000 03 32PM PI <// y / \ o*r / f FROM Panasonic FAX SYSTEM ui '-"JSi'.l-OIUINC HUlltS PHONE NO 619 442 6957 '-7207 Feb 24 2000 01 56PM P2 NorCai Engineering Siti ^ unJ det.'tflchmcai C annuitants I064i llutnbof* i.ti-eef ^os Alomitoa.CA W February 22 2000 Project Number 8017-98 Southland Communities >nc One Columbia Suit* 2020 Aliao Vlaje, California 92656 1473 Atfn Mr Mike Armstrong RE Foundation Hiip««tion» - Proposed Residential Development - Located on Chwiquapfn Avenue i^ th» City of Csrtebad C«lilornla (BlflCK I of Palisades Map No 1747 Lots Dear Mr Armstrong Building pads for dhe proposes development nava been graded ano compacted as doswl&ed m eur report dated Deeemb&r 22, 19SS FojTdaftons wer» subft6<iij«rtt!y excavated on sita and have b««n Inspacted and approved by & City pf Carlsbad representative and w«re deemed suitable for ptocsmem of concrete tf you have any farther questions otease do not heeit^tr to contact the undersigned Raspectfuli NOR Mark A iurfcholder FROM Panasonic FflX SrSTEM PHONE NO 619 442 £957 Feb 24 2000 01 56PM PI HILLWIG - GOODROW, LLC Land Surveying • GPS Surveys • Civil Engineering February 24, 2000 P N 053-04 Mr JoeMcMann City of Carlsbad Engineering Department 5950 El Camtno Real Carlsbad, CA 92008 Post-It* Fax Note 7671 Fax(( Re Form Certification - Building Foundations Lots 5> 6, 7, & 8 Block I of Palisades Map No 1747 Dear Mr McMann • On February 24, 2000 an inspection was performed by HE-LWIG-GOODROW, LLC on the position, line and grade, of the budding foundation forms on the above referenced project The forms have been found to be in positions that are in conforaiance with the revised plot-plan for the project prepared by our office, dated December 22, 1999 Very truly yours, HILLWIG-GOODROW, LLC Alan C Hillwig, PLS 10229 joceiyn Une Yuca.pa California 92399 • (909) 790-2613 7-888 626 5137 Fax (909) 797 T664 09/23/99 THU 08 39 FAI 949 362 8874 SOUTHLAND COMMUNITIES ilOOl/004 SOUTHLAND COMMUNITIES, INC. To Company (^ ttal V4i^ PattV*W NiahbfT O/PageSQada&as t Fox Number Jj*Dfji Comments ??&& 09/23/99 THU 08 39 FAI 949 362 8874 SOUTHLAND COMMUNITIES B1002/004 OCHOA DESIGNS 09/23 '99 THU 08 40 FAI 949 362 8874 SOUTHLAND COMMUNITIES 121003/004 OCHOA DESIGNS •JL V N Jl ^r ,1 0 T-V- 4 09/23/99 THU 08 40 FAI 949 362 8874 SOUTHLAND COMMUNITIES 0004/004 Corporation In Ta.TtncTsfi.ip vfitH Qovtmrntnt for Suidfinj Safety DATE August 30, 1999 Q JURIS JURISDICTION Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO 99-2422 SET II PROJECT ADDRESS. 156 Chinquapin Avenue PROJECT NAME The Palisades- [~1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. | | The plans transmitted herewith will substantially comply with the junsdiction'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 checklist and should be corrected and resubmrtted fora complete recheck The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the checklist has been sent to Bird Design/AI Maciel One Columbia, Ste #2020, Aliso Viejo, CA 92656 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 Tony Embuido Enclosures Esgil Corporation Q GA D MB Q EJ D PC 08/23/99 ImsmUdot 9320 Chesapeake Drive. Suite 208 4 San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 RECEIVED SEP - 1 1999 Field Observation Memo EN GINEERIN G SOILS AND GEOTECHNICAL CONSULTANTS 1O641 HUMBOLT STREET LOS ALAMITOS CALIFORNIA 9O72O PHONE 562 799 9469 • FAX 562 799 9459 Project ^iisjr . .z. Accepted by NorCal Representative jf Ttf f/p V \1< 11 if "Wvf-" IC,NAClO (, CXllOA I't 7692 Qocluc Ui<l\t IIUNllNC.ION I)(A<ll CA 92618 (711) (Ml OMJ OCHOA DESIGNS EsGil Corporation In fartne.rsfi.ip witfi. government for "Suifding Safety DATE September 22, 1999 ' a APPLICANT JURISDICTION Carlsbad " a PLAN REVIEWER a FILE PLAN CHECK NO 99-2422 SET III PROJECT ADDRESS 156 Chinquapin Avenue PROJECT NAME The Pahsades- The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes i The plans transmitted herewith will substantially comply 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 checklist and should be corrected and resubmitted for a complete recheck The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the checklist 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 By Tony Embuido Enclosures Esgil Corporation D GA n MB G EJ D PC 09/14/99 tmsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In fartnersfiip WitH government for 'Buihtmg Safety DATE August 30, 1999 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 99-2422 SET II PROJECT ADDRESS 156 Chinquapin Avenue PROJECT NAME The Pahsades- | | The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the checklist has been sent to Bird Design/AI Maciel One Columbia, Ste #2020, Aliso Viejo, CA 92656 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 Tony Embuido Enclosures Esgil Corporation D GA D MB D EJ Q PC 08/23/99 tmsmttdot 9320 Chesapeake Drive, Suite 208 <* San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 Carlsbad 99-2422 II August 30, 1999 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO 99-2422 PROJECT ADDRESS 156 Chinquapin Avenue SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 08/23/99 August 30, 1999 REVIEWED BY Tony Embuido 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 disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments 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, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans B The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items C 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 on the plans Have changes been made not resulting from this list? QYes UNo Carlsbad 99-2422 II August 30, 1999 • PLANS • Please make all corrections on the original tracings, as requested in the correction list Submit (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, (760) 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, (858) 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 • FOUNDATION REQUIREMENTS 7 In Seismic Zone 4, each site shall be assigned a near-source factor Identify this value on the plans Section 1629 4 2 a) Per applicant response, city staff will verify leftover item • FRAMING/STRUCTURAL 11 Show on the plans all structural requirements developed in the structural calculations Section 106 3 3 For the current 1997 code requirements a) It does not appear that the new design calc's reflect new current 1997 design calc's for the 1997 code Please prove otherwise b) Verify formulas used for lateral analysis are per the 1997 code and reference section of codes used in Volume 2 of the UBC in the design 12 Provide calculations for lateral loads, shear panels, shear transfer and related based on the current 19|Z code requirements Section 106 3 3 See design 13 Show in the calculations how the redundancy was determined, per Section 163011 Indicate the page in the new design calc's Couldn't locate Carlsbad 99-2422 II August 30, 1999 14 If the Simplified method is used to determine seismic loads, please show compliance with Section 1629 8 2 and 1630 2 3 a) Indicate the page in the new design calc's Couldn't locate • MISCELLANEOUS • Additional corrections may follow upon submittal with the lateral design of the 1997UBC See attached 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 Tony Embuido at Esgil Corporation Thank you 199/ UNIFORM BUILDING CODE CHAP 16, DIV IV 162992 1630 1 2 1 Dynamic response characteristics 2 Lateral force resistance 3 Overstrength and strain hardening or softening 4 Strength and stiffness degradation 5 Energy dissipation characteristics 6 System ductility and 7 Redundancy 1629 93 Irregular features AH structures having irregular features described in Table 16 L or 16 M shall be designed to meet the additional requirements of those sections referenced in the tables 1629 10 Alternative Procedures 1629 10 1 General Alternative lateral force procedures using rational analyses based on well established principles of mechan- ics may be used in lieu of those prescribed in these provisions ' 1629 10 2 Seismic isolation Seismic isolation energy dissipa , tion and damping systems may be used in the design of structures when approved by the building official and when special detailing i is ust d to provide results equivalent to those obtained by the use of ^conventional structural systems For alternate design procedures [on seismic isolation systems refer to Appendix Chapter 16 Divi- [sion EQ, Earthquake Regulations for Seismic isolated Structures [SECTION 1530 — MINIMUM DESIGN LATERALIFORCES AND RELATED EFFECTS For SI p = 2 -61 if.ig Requirements [1630 11 Earthquake loads Structures shall be designed for aground motion producing structural response and seismic forces nany horizontal direction The following earthquake loads shall Mised in the load combinatK»js_set forth in Section 1612 (30-1) (302) s= the earthquake load on an element of the structure result ing from the combination of the horizontal component Eh and the vertical component E^ l=j the earthquake load due to the base shear V as set forth £ ^in Section 1630 2 or the design lateral force Fp as set >, forth in Section 1632 D=? the estimated maximum earthquake force that can be »developed in the structure as set forth in Section »1630 1 1 |||Lthe load effect resulting from the vertical component of TAe earthquake ground motion and is equal to an addition |of 0 5CaID to the dead load effect D for Strength n, and may be taken as zero for Allowable Stress k*jusseismic force amplification factor that is required to 'count for structural overstrength, as set forth in Sec- &n!.163031*'» > ibiLty/Refliindancy -F-acUMuas given by the follow- Jorrnula 20 (30-3) WHERE rmax = the maximum element story shear ratio For a given di- rection of loading the element story shear ratio is the ra- tio of the design story shear in the most heavily loaded single element divided by the total design story shear For any given Story Level i the element story shear ra- tio is denoted as r, The maximum element story shear ratio Tmax is defined as the largest of the element story shear ratios r, which occurs in any of the story levels at or below the two thirds height level of the building For braced frames the value of r, is equal to the maximum hon zontal force component in a single brace element divided by the total story shear For moment frames r, shall be taken as the maximum of the sum of the shears in any two adjacent columns in a moment frame bay divided by the story shear For columns common to two bays with moment resisting connections on opposite sides at Level i in the direction under consideration 70 percent of the shear in that column may be used in the column shear summation For shear walls r, shall be taken as the maximum value of the product of the wall shear multiplied by 107/n, (For SI 3 05//w) and divided by the total story shear where b is the length of the wall in feet (m) For dual systems r, shall be taken as the maximum value of r, as defined above considering all lateral load-resisting elements The lateral loads shall be distributed to elements based on relative ri- gidities considering the interaction of the dual system For dual systems the value of p need not exceed 80 percent of the value cal- culated above p shall not be taken less than 1 0 and need not be greater than 1 5 and AB is the ground floor area of the structure in square feet (m2) For special moment resisting frames except when used in dual systems p shall not exceed 1 25 The number of bays of spe cial moment-resisting frames shall be increased to reduce r such that p is less than or equal to 1 25 EXCEPTION AB may be taken as the average floor area in the upper setback portion of the building where a larger base area exists at the ground floor When calculating drift or when the structure is located in Seis mic Zone 0 1 or 2 p shall be taken equal to 1 The ground motion producing lateral response and design seis mic forces may be assumed to act nonconcurrently in the direction of each principal axis of the structure except as required by Sec tion 1633 1 Seismic dead load W is the total dead load and applicable por tions of other loads listed below 1 In storage and warehouse occupancies, a minimum of 25 percent of the floor live load shall be applicable 2 Where a partition load is used in the floor design a load of not less than 10 psf (0 48 kN/m2) shall be included 3 Design snow loads of 30 psf (1 44 kN/m2) or less need not be included Where design snow loads exceed 30 psf (1 44 kN/m2) the design snow load shall be included, but may be reduced up to 75 percent where consideration of siting, configuration and load duration warrant when approved by the building official 4 Total weight of permanent equipment shall be included 1630 1 2 Modeling requirements The mathematical model of the physical structure shall include all elements of the lateral force resisting system The model shall also include the stiffness 2-13 and strength of elements, which are significant to the distribution of forces, and shall represent the spatial distribution of the mass and stiffness of the structure In addition, the model shall comply with the following 1 Stiffness properties of reinforced concrete and masonry ele- ments shall consider the effects of cracked sections 2 For steel moment frame systems the contribution of panel zone deformations to overall story drift shall be included 1630 13 PA effects The resulting member forces and moments and the story dnfts induced by PA effects shall be considered m the evaluation of overall structural frame stability and shall be evaluated using the forces producing the displacements of AS PA need not be considered when the ratio of secondary moment to pri mary moment does not exceed 0 10, the ratio may be evaluated for any story as the product of the total dead, floor live and snow load, as required in Section 1612, above the story times the seismic drift in that story divided by the product of the seismic shear in that story times the height of that story In Seismic Zones 3 and 4, PA need not be considered when the story drift ratio does not exceed 0 Q2IR 1630 2 Static Force Procedure 1630 2 1 Design base shear The total design base shear in a gi\ en direction shall be determined from the following formula (304) The total design base shear need not exceed the following The total design base shear shall not be less than the following V = Oil C.I W (306) In addition, for Seismic Zone 4 the total base shear shall also not be less than the following v = Q8f-7 wK (307) 1630 2 2 Structure period The value of T shall be determined from one of the following methods 1 Method A For all buildings, the value T may be approxi mated from the following formula T = C,(/.n)3/4 (308) WHERE Ct - 0 035 (0 0853) for steel moment resisting frames C, = 0 030 (0 0731) for reinforced concrete moment resist ing frames and eccentneally braeed frames Ct = 0 020 (0 0488) for all other buildings Alternatively the value of C, for structures with conerete or ma sonry she ir walls may be taken as 0 l//^ (For SI 0 0743/ /A~ for A^ in m-) The value of At sh ill be determined from the following for mula A. = £4, [02 + (D,//,,,r](30 9) The /alue of DJh,, used in Formul i (30 9) shall not exceed 0 9 2-14 2 Method B The fundamental period T may be calculated us ing the structural properties and deformational characteristics of the resisting elements in a properly substantiated analysis The analysis shall be in accordance with the requirements of Section 1630 1 2 The value of T from Method B shall not exceed a value 30 percent greater than the value of T obtained from Method A in Seismic Zone 4, and 40 percent in Seismic Zones 1,2 and 3 The fundamental period T may be computed by using the fol lowing formula T -i—X/,6.) (30-10) The values of f, represent any lateral force distributed approxi mately in accordance with the principles of Formulas (30 13) (30-14) and (30-15) or any other rational distribution The elastic deflections, 8,, shall be calculated using the applied lateral forces, f, 1630 23 Simplified design base shear 1630 23 1 General Structures conforming to the requirements of Section 1629 8 2 may be designed using this procedure 1630 23 2 Base shear The total design base shear in a given direction shall be determined from the following formula V = ^^ W (30-11) where the value of Ca shall be based on Table 16-Q for the soil pro file type When the soil properties are not known in sufficient detail to determine the soil profile type, Type SD shall be used in Seismic Zones 3 and 4, and Type Sg shall be used in Seismic Zones 1,2A and 2B In Seismic Zone 4, the Near-Source Factor, Wa, need not be greater than 1 3 if none of the following structural irregular ities are present Type 1, 4 or 5 of Table 16-L or Type 1 or 4 of Table 16-M 1630 233 Vertical distribution The forces at each level shall be calculated using the following formula 30 C R (30 12) where the value of Ca shall be determined in Section 1630 232 1630 2 3 4 Applicability Sections 1630 1 2 1630 1 3 1630 2 1 1630 2 2 1630 5 1630 9,1630 10 and 1631 shall not apply when using the simplified procedure EXCEPTION For buildings with relatively flexible structural systems the building official may require consideration of PA effects and drift m accordance with Sections 1630 1 3 1630 9 and 1630 10 A^ shall be prepared using design seismic forces from Section 1630 232 Where used, A^/ shall be taken equal to 0 01 times the story height of all stones In Section 1633 2 9, Formula (33 1) shall read 3 0 Cafpr = —•=—- WP( and need not exceed 1 0 Ca v,p< but shall not be less than 0 5 Ca Hp( R and Q shall be taken from Table 16-N 16303 Determination of Seismic Factors 16303 1 Determination of Q, For specific elements of the structure, as specifically identified in this code the minimum design strength shall be the product of the seismic force over strength factor Q, and the design seismic forces set forth in Sec lion 1630 For both Allowable Stress Design and Strength Design, the Seismic Forte Overstrength Factor, Q, shall be taken from Table 16 N 1630 3 2 Determination of/? The notation R shall be taken from Table 16 N NorCal Engineering Soils and Geotechnical Consultants 10641 Humbolt Street Los Alamitos, CA 90720 (562)799-9469 Fax (562)799-9459 July 26, 1999 Project Number 8017-99 Bird Designs 1 Columbia, Suite 2020 Aliso Viejo, California 92656 Attn Mr Al Maciel RE Review of Foundation Plans - Proposed "The Palisades" Residential Development - Located at 156 Chinquapin Avenue, in the City of Carlsbad, California Dear Mr Maciel Pursuant to your request, this firm has reviewed your latest "Foundation Plan - Plan 1" (Sheet A-1) for the above referenced project The plan is acceptable for the proposed development and conforms with recommendations provided in our geotechnical report dated April 2, 1999 We appreciate this opportunity to be of service to you If you have any further questions please do not hesitate to contact the undersigned tt X JU » 0 Respectfully submitted, NORCAL ENGINEERING Keith D Tucker Project Engineer R G E 841 No 841 Exp 12/31/00 Scott D Spensiero Project Manager EsGil Corporation In Partnership u>ith government for 'Building Safety DATE July 23, 1999 JURISDICTION Carlsbad Q FILE PLAN CHECK NO 99-2422 SET I PROJECT ADDRESS 156 Chinquapin Avenue PROJECT NAME The Pahsades- The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes [~~| The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the checklist has been sent to EJird Design/AI Maciel One Columbia, Ste #2020, Ahso Viejo, CA 92656 Esgil Corporation staff did not advise the applicant that the plan check has been completed E sgil 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 EJy Tony Embuido Enclosures Esgil Corporation PI GA PI MB PI EJ n PC 07/06/99 tmsmUdot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 99-2422 July 23, 1999 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 99-2422 JURISDICTION Carlsbad PROJECT ADDRESS 156 Chinquapin Avenue FLOOR AREA 3316-R3 414-U1 REMARKS DATE PLANS RECEIVED BY JURISDICTION 07/01/99 DATE INITIAL PLAN REVIEW COMPLETED July 23, 1999 STORIES 2 HEIGHT -28' DATE PLANS RECEIVED BY ESGIL CORPORATION 07/06/99 PLAN REVIEWER Tony Embuido 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 complies with Title 24 and the following model codes 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99) 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, 1997 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 (or 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 Carlsbad 99-2422 July 23, 1999 • PLANS • Please make all corrections on the original tracings, as requested in the correction list Submit (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, (760) 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, (858) 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, Engmeenng and Fire Departments until review by EsGil Corporation is complete 1 Final set of 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) 2 Provide a statement on the Title Sheet of the plans stating that this project shall comply with Title 24 and the 1991 UBC, UMC and UPC and the 199| NEC 3 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 (see exceptions) Specify tempered glass on floor plans a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface See window adjacent to front door b) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and dram inlet See window above tub at bathroom 2 Carlsbad 99-2422 July 23, 1999 c) 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 See window at 2nd floor plan • STAIRWAYS 4 Provide stairway and landing details Sections 1006 3, 1006 15 and 1006 2 a) Maximum rise is 7" and minimum run is 11" When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" max and run 9" minimum • FOUNDATION REQUIREMENTS 5 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 (required by the soil report) 6 The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 18066 1 a) The minimum nominal anchor bolt diameter shall be 5/8-mch (for Seismic Zone 4 only) Note This will require a minimum distance from the ends of sill plates to be 4-3/8" (and a maximum of 12") b) Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt c) Sill bolt diameter and spacing for three-story raised wood floor buildings shall be specifically designed 7 In Seismic Zone 4, each site shall be assigned a near-source factor Identify this value on the plans Section 1629 4 2 • FRAMING/STRUCTURAL 8 Provide truss details and truss calculations for this project Specify truss identification numbers on the plans a) City of Carlsbad does not allow deferred submittal b) Placement plans must be made part of the plans and stamped & "wet" signed by engineer of record 9 Provide design calc's and show stud size and spacing Maximum allowable stud heights Bearing wall 2x4&2x6max 10', Non-bearing 2x4 max 14', 2x6 max 20' Table 23-I-R-3 See 12'high bearing walls Carlsbad 99-2422 July 23, 1999 10 Residential exterior balconies (cantilevered from the mam structure) must be designed for a live load of 60 psf, residential decks (supported on opposing sides) may be designed for a live load of 40 psf a) See beam [H-22] and correct design on page 6 of the calc's 11 Show on the plans all structural requirements developed in the structural calculations Section 106 3 3 For the current 1997 code requirements 12 Provide calculations for lateral loads, shear panels, shear transfer and related based on the current 199J[ code requirements Section 106 3 3 See design a) It appears plywood exceeds the height-to-width ratio Please prove otherwise See framing plans on sheet A-3 at all applicable locations b) In Seismic Zone 4, aspect ratios are limited to 2 1 for wood shear panels Table 23-ll-G 13 Please show in the calculations how the redundancy was determined, per Section 1630 1 1 14 If the Simplified method is used to determine seismic loads, please show compliance with Section 1629 8 2 and 1630 2 3 15 In Seismic Zones 3 and 4, where allowable shear values exceed 350 plf in wood structural panel shear walls, foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3" nominal member In shear walls where the total wall design shear does not exceed 600 plf, a single 2" nominal sill plate may be used, provided the anchor bolts are designed for a load capacity of 50% or less of the allowable capacity Table 23-11-1-1, footnote 3 • MECHANICAL (UNIFORM MECHANICAL CODE) 16 Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed UMC Section 3151 • ELECTRICAL (NATIONAL ELECTRICAL CODE) 17 Show on the plan that ground-fault circuit-interrupter protection complies with 1993 NEC Art 210-8, which reads as follows All 125-volt, single-phase, 15- and 20- ampere receptacles installed within 6 feet of a kitchen sink See next to stove at kitchen area Carlsbad 99-2422 July 23, 1999 18 For a single-family dwelling unit, show that at least one receptacle outlet accessible at grade level will be installed outdoors at the back of the dwelling NEC Art 210-52 (e) This receptacle must be GFCI protected « PLUMBING (UNIFORM PLUMBING CODE) 19 Correct utility note [8] for water heater detail to show 9/D2 in lieu of 17/D1 • CARLSBAD S F D SUPPLEMENT 20 City Ordinance 9792 requires 2 parking spaces/unit with clear area of 20' x 20', / e no washing machines, etc Show compliance and dimensions on garage plan • MISCELLANEOUS 21 Indicate distance from property lines to the proposed building Section 106 3 3 Additional corrections may follow depending on distance to side yard See site plan and indicate distance from chimney/fireplace to property line 22 Where's sheet A-4? Please provide Additional corrections may follow 23 Correct year of code shown on set of plans and calc's to indicate 1997 24 The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for 1-hour fire-resistive construction Section 1003339 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 • Have changes been made to the plans not resulting from this correction list? Please indicate Yes U No Q 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 Tony Embuido at Esgil Corporation Thank you Carlsbad 99-2422 July 23, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 99-2422 PREPARED BY Tony Embuido DATE July 23, 1999 BUILDING ADDRESS 156 Chinquapin Avenue BUILDING OCCUPANCY R-3/U-1 TYPE OF CONSTRUCTION V-N BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (ft2) VALUATION MULTIPLIER VALUE ($) 281,534 (PER CITY) D 199 UBC Building Permit Fee Q Bldg Permit Fee by ordinance $ 1258 08 D 199 UBC Plan Check Fee Q Plan Check Fee by ordinance $ 817 75 Type of Review | Complete Review Q Structural Only Q Hourly O Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 654 20 Comments Sheet 1 of 1 macvaluedoc 5196 - t City of Carlsbad Engineering Department DAfE BUILDING 'AC/DRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB - Q/ /? - 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 subrnittal 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 EST VALUE DENIAL Please seey the attached report of deficiencies marked withta^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 FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date a-TTACIKHMENTS> ' D Dedication Application D Dedication Checklist LJ Improvement Application [j Improvement Checklist Q Future Improvement Agreement D Grading Permit Application LJ Grading Subrnittal Checklist L-, Right of Way Permit Application [j Right of Way Permit Subrnittal Checklist and Information Sheet L! Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name JOANNE JUCHNIEWICZ City of Carlsbad Address 2075 Las Palmas Dr Carlsbad CA 92009 Phone (619)438 1161 ext 4510 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 CA 92OO9-^576 • (760) 438-1161 • FAX (76O) BUILDING PLANCHECK CHECKLIST SITE^PLAN Provide a fully dimensioned site plan drawn to scale Show North Arrow Existing & Proposed Structures Existing Street Improvements Show on site plan &# Drainage Patterns - Mjro /(S^*^T3 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course xADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " Existing & Proposed Slopes and Topography 'roperty Lines isements ^ f Ight-of-Way Width & Adjacent Streets Driveway widths -yat^V 4^Vs«-*-e Ts £&& - © r 3 ~ Include on title sheet Site address Assessor's Parcel Number A> eu^ C Legal 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 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\DOCS\CHKLST\Building Plancheck Cklst BP0001 Form JJ doc BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram 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 1/2" 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 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 t^~&&s?L- C^^ <r _ Date Q Q 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 \WORDVDOCS\CHKLST\Building Plancneck Cklst BP0001 Form JJ doc O Rev 12/26/96 *>^ BUILDING PLANCHECK CHECKLIST 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 _ Q Q 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code 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 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 Q 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) Q 7d No Grading Permit required Q 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS 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 construction, tiemg into public storm dram, sewer and water utilities Right-of-Way permit required for BUILDING PLANCHECK CHECKLIST H \WORD\DOCS\CHKLST\Building Plancheck Cklst BP0001 Form JJ doc A ordV 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 If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 153, for assistance Industrial Waste permit accepted by _ Date _ Q Q 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 Q^Reuiequired fees are attached No fees required 13 Additional Comments ^Vv>£rro H \WORDVCOCS\CHKLST\Buildmg Plancheck Cktst BP0001 Form JJ doc D /Es & Ca ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal Address Prepared by Date Bldg Perm.tNo Checked by Date EDU CALCULATIONS List types and square footages for all uses Types of Use Sf^ Sq Ft /Units Types of Use Sq Ft /Units APT CALCULATIONS List types and square footages for all uses Types of Use £^r£L Sq Ft /Units Types of Use Sq Ft /Units EDU's EDU's ADT's ADT's I'EES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1 reduced Traffic Impact Fee) Er-ftO 1 PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS = s 2 TRAFFIC IMPACT FEE ADT s/UNITS FEE/ADT fej^NE TRANSPORTATION ADT'S 3 BRIDGE AND THOROUGHFARE FEE (DIST ADT's/UNITS X '4 FACILITIES MANAGEMENT FEE ZONE UNIT/SO FT X X $10 #1 DIST #2 FEE/ADT / FEE/SQ FT /UNIT = $ & DIST #3 ) .. tfs -5 tf 0^5 SEWER FEE PERMIT No EDU's FIT AREA EDUs '6 SEWER LATERAL ($2.500) D 7 DRAINAGE FEES PLDA_ ACRES ggl( X FEE/EDU. DRAINAGE BASIN X FEE/EDU. 2 HIGH = $. = $_ = $ /LOW FEE/AC _>= $ TOTAL OF ABOVE FEESt $ *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 u nc_ D o. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB i Planner. APN Address Phone (619) 438-1161 extension Type of Project & Use Zoning ^-"3 Net Project Density DU/AC General Plan TEU-f Facilities Management Zone CFD tm/mit) Circle One .Date of participation Remaining net dev acres (For non-residential development Type of land used created by this permit ) Legend X Item Complete Environmental Review Required DATE OF COMPLETION YES Item Incomplete - Needs your action NO y TYPE CompUance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES X NO _ DATE __ TYPE OTHER RELATED CASES Compliance with conditions or approval' If not, state conditions which require action Conditions of Approval _ Coastal Zone Assessment/Compliance Project site located m Coastal Zone7 YES XT NO CA Coastal Commission Authority7 YES X NO If California Coastal Commission Authority Contact them at 200 San Diego CA 921081725 (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 # 3111 Camino Del Rio North Suite 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 Inclusionary Housing Fee required YES *"* NO (Effective date of Inclusionary Housing Ordinance May 21 1993 I Data Entry Completed? YES X NO (A/P/Ds Activity Maintenance enter CB# toolbar Screens Housing Fees Construct Housing Y/N Enter Fee UPDATE' Site Plan D 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 3 [Y |_J 1 Setbacks ^rV Front Interior Side Street Side Rear , / \A^ 2 Accessory structure Front Interior Side Street Side Rear Structure separation ^\^~\ J (f\ \J 3 Lot Coverage Required (,5"' Required £ ' Required Required IS' setbacks Required Required j / Required ^'l\ Required ' "/ h^r Required Required (~>0 / Shown 15' Shown $£ 5"' Shown Shown i£~e Shown Shown / Shown Jl j / h Shown / /^ Shown Shown 3/^ 4 Height Required Shown 5 Parking Spaces Required 2- C*J~ $+s Shown Guest Spaces Required Shown Additional Comments * ™l~— ^^ / >K TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE •STATE OF CALIFORNIA-THE RESOURCES AGENCY' "GRAY DAVIS. Governor CALIFORNIA COASTAL COMMISf N SAN DIEGO AREA 3111 CAMINO DEL RIO NORTH SUITE 200 SAN DIEGO CA 92108 1725 (619) 521-8033 Page 1 of _3_ Permit Application No 6-99-037/BP Date 4/21/99 ADMINISTRATIVE PERMIT APPLICANT Beach King, Inc PROJECT DESCRIPTION Construction of two 3,830 sq ft, 28-ft high, single-family dwellings with attached garages, one each on two adjacent 4,500 sq ft vacant lots PROJECT LOCATION On the north side of Chinquapin Avenue between Garfield Street and Carlsbad Blvd, Carlsbad, San Diego County, APN 206-013-12,13 EXECUTIVE DIRECTOR'S DETERMINATION The findings for this determination, and for any special conditions, are discussed on subsequent pages NOTE The Commission's Regulations provide that this permit shall be reported to the Commission at its next meeting If one-third or more of the appointed membership of the Commission so request, a permit will not be issued for this permit application Instead, the application will be removed from the administrative calendar and set for public hearing at a subsequent Commission meeting Our office will notify you if such removal occurs This permit will be reported to the Commission at the following tune and place DATE and TIME May 12,1999 900am LOCATION Flamingo Resort Hotel 2777 Fourth Street Santa Rosa, CA IMPORTANT - Before you may proceed with development, the following must occur For this permit to become effective you must sign the enclosed duplicate copy acknowledging the permit's receipt and accepting its contents, including all conditions, and return it to our office Following the Commission's meeting, and once we have received the signed acknowledgment and evidence of compliance with all special conditions, we will send you an authorization to proceed with development BEFORE YOU CAN OBTAIN ANY LOCAL PERMITS AND PROCEED WITH DEVELOPMENT, YOU MUST HAVE RECEIVED BOTH YOUR ADMINISTRATIVE PERMIT AND THE PERMIT AUTHORIZATION FROM THIS OFFICE PETER DOUGLAS Executive Director By 6-W-37 Page 2 STANDARD CONDITIONS 1 Notice of Receipt and Acknowledgement The permit is not valid and development shall not commence until a copy of the permit, signed by the permittee or authorized agent, acknowledging receipt of the permit and acceptance of the terms and conditions, is returned to the Commission office 2 Expiration If development has not commenced, the permit will expire two years from the date on which the Commission voted on the application Development shall be pursued in a diligent manner and completed in a reasonable period of time Application for extension of the permit must be made prior to the expiration date 3 Compliance All development must occur in strict compliance with the proposal as set forth below Any deviation from the approved plans must be reviewed and approved by the staff and may require Commission approval 4 Interpretation Any questions of intent or interpretation of any condition will be resolved by the Executive Director or the Commission 5 Inspections The Commission staff shall be allowed to inspect the site and the development during construction, subject to 24-hour advance notice 6 Assignment The permit may be assigned to any qualified person, provided assignee files with the Commission an affidavit accepting all terms and conditions of the permit 7 Terms and Conditions Run with the Land These terms and conditions shall be perpetual, and it is the intention of the Commission and the permittee to bind all future owners and possessors of the subject property to the terms and conditions EXECUTIVE DIRECTOR'S DETERMINATION (continued) Pursuant to Public Resources Code Section 30624 the Executive Director hereby determines that the proposed development, subject to Standard and Special Conditions as attached, is in conformity with the provisions of Chapter 3 of the Coastal Act of 1976, will not prejudice the ability of the local government to prepare a Local Coastal Program that is in conformity with the provisions of Chapter 3, and will not have any significant impacts on the environment within the meaning of the California Environmental Quality Act Any development located between the nearest public road and the sea is in conformity with the public access and public recreation policies of Chapter 3 Proposed is the construction of two 3,830 sq ft, 28 ft high, single-family dwellings, one each on two adjacent 4,500 sq ft vacant lots A total of 2 off-street parking spaces are proposed in attached garages on each lot 6-W-37 PageS The project site consists of two adjacent legal lots located on the north side of Chinquapin Avenue between Garfield Street and Carlsbad Blvd, approximately 300 feet north of Agua Hedionda Lagoon in the City of Carlsbad The Agua Hedionda Lagoon plan area is the only uncertified segment in the City of Carlsbad's LCP, therefore, the Commission retains permit jurisdiction in this area with the standard of review being the Chapter 3 policies of the Coastal Act Section 30251 of the Coastal Act requires new development to be sited and designed to preserve the scenic quality of the coastline As noted, the project site is near Agua Hedionda Lagoon and Carlsbad Blvd, a designated scenic corridor The structures would be a maximum of 28-ft in height The surrounding area is characterized by a mixture of older, single-family homes and duplexes, and newer high density, multi- family housing The proposed structures would be consistent in scale and character with the surrounding area The proposed projects are not located within the viewshed of the lagoon nor Carlsbad Boulevard and will not impact any existing public views, thus, the Executive Director determines no potential exists that scenic resources of the area will be impacted Therefore, the project can be found consistent with Section 30251 of the Coastal Act The site is designated Residential High (RH) with a Residential Multi-Family (R-3) zoning designation in the Agua Hedionda Lagoon LUP The proposed development is consistent with these designations The project sites are not located within any overlays identified in the LCP Based on the above, the project has been found consistent with the Chapter 3 policies of the Coastal Act and the certified Agua Hedionda Lagoon LUP Approval of the project will not prejudice the ability of the City of Carlsbad to prepare and implement a certifiable LCP for this area SPECIAL CONDITIONS None ACKNOWLEDGEMENT OF PERMIT RECEIPT/ACCEPTANCE OF CONTENTS I/We acknowledge that I/we have received a copy of this permit and have accepted its contents including all conditions r/s/ff Date of Signing (6-99 37dftstnpt) STATE OF CALIFORNIA-THE RESOURCES AGENCY CRAY DAVIS Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO AREA 3111 CAMINO DEL RIO NORTH, SUITE 200 SAN DIEGO CA 92108-1725 (619) 521 8036 COASTAL DEVELOPMENT PERMIT NO 6-99-66 Page 1 of 2 On August 12.1999 the California Coastal Commission granted to Beach King. Inc this permit for the development described below, subject to the attached Standard and Special Conditions Description Consolidation of 2 4,500 sq ft lots into one lot and construction of a 1,919 sq ft, two-story, and 30-foot high, single-family residence and attached garage Also proposed is the construction of a cul de sac, sidewalk, curb & gutter, drainage system (storm dram), sewer laterals and water service connections Lot Area 9,000 sq ft Building Coverage 1499 sq ft (17 %) Pavement Coverage 3473 sq ft ( 38 %) Landscape Coverage 4028 sq ft (45%) Parking Spaces 2 Zoning R-3 (Residential Multi-Family) Plan Designation R-H (Residential High) Ht abv fin grade 30 feet Site 156 Chinquapin Avenue, Carlsbad, CA4 San Diego County (APN 204-013-14-15) Issued on behalf of the California Coastal Commission by PETER DOUGLAS Executive Director and RECEIVED AUB 1 7 r COASTAL DEVELOPMENT PERMIT NO 6-99-66 Page 2 of 2 IMPORTANT THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT WITH THE SIGNED ACKNOWLEDGMENT HAS BEEN RETURNED TO THE COMMISSION OFFICE ACKNOWLEDGMENT The undersigned permittee acknowledges receipt of this permit and agrees to abide by all terms and conditions thereof STANDARD CONDITIONS 1 Notice of Receipt and Acknowledgment The permit is not valid and development shall not commence until a copy of the permit, signed by the permittee or authorized agent, acknowledging receipt of the permit and acceptance of the terms and conditions, is returned to the Commission office 2 Expiration If development has not commenced, the permit will expire two years from the date on which the Commission voted on the application Development shall be pursued in a diligent manner and completed in a reasonable penod of time Application for extension of the permit must be made prior to the expiration date 3 Compliance All development must occur in strict compliance with the proposal as set forth below Any deviation from the approved plans must be reviewed and approved by the staff and may require Commission approval 4 Interpretation Any questions of intent or interpretation of any condition will be resolved by the Executive Director or the Commission 5 Inspections The Commission staff shall be allowed to inspect the site and the development during construction, subject to 24-hour advance notice 6 Assignment The permit may be assigned to any qualified person, provided assignee files with the Commission an affidavit accepting all terms and conditions of the permit 7 Terms and Conditions Run with the Land These terms and conditions shall be perpetual, and it is the intention of the Commission and the permittee to bind all future owners and possessors of the subject property to the terms and conditions SPECIAL CONDITIONS NONE (6-99-66p) OCHOA DESIGNS 7692 QUEBEC DRIVE HUNTINGTON BEACH, CA 92648 (841-0643) PROJECT THE PALISADES, (PLAN 1) 156 Chinquapin Ave CARLSBAD, CA CRITERIA UNIFORM BUILDING CODE 1997 MATERIALS EXCEPT AS NOTED OTHERWISE CONCRETE FOUNDATION SOIL CONCRETE BLOCK BRICK REINFORCED STEEL STRUCTURAL STEEL WELDING STRUCTURAL PIPE PLYWOOD SHEATHING GLUE LM BEAMS LUMBER SOIL PRESSURE DESIGN REFERENCES CONCRETE CONCRETE BLOCK STEEL LUMBER ALL WOOD DOUGLAS FIR LARCH Ignacio G Ochoa, P b RCE# 35217 Exp 9/30/03 2500 PS! AT 28 DAYS ASSUME 1000 PSF GRADE N, LT WT UNITS (ASTM C 90) PER ASTM C-62.MW GRADE 20,000 PSI (ASTM A 615 GRADE 40) 24,000 PSI (ASTM A-36, COMPACT) AISC 1997 ED ELECT ARC PROCESSBY CERTIFIED WELDERS 35000 PSI (ASTM A 53) GRADE B DOUGLAS FIR, STRUG 1, INTR ,P S 1-76 2400 PSI (D F COMB F24) GRADE MARKED DF PER WCLB GRDG RULE 16 2000 PSF (SOILS REPORT) ACI DESIGN HANDBOOK CONC MASONRY DESIGN MANUAL, CMA MANUAL OF STEEL CONST AISC WOOD STRUCT DESIGN DATA, NLMA No 2 No 1 GLB Fv 95 PSI 85 PSI 165 PSI Fb 875 PSI 1350 P[SI 2400 PSI E(X1000000) 16 PSI 16 PSI 18 PSI L.U - A? -ru- 3-ipsr PL 6Z- HI iVi-HI vtefie % ~ft\ObS0^ ^ iQNAClO G OdlOA I'E 7692 Qutbic DRlvt HUNJlNQlO 926^18 (7M) &-11 0615 CA OCHOA DESIGNS - 8 ^ 30534 fte 4*4 - 17. f, ftl IC,NAClO I'f 7692 Qucbic Owlvt CA 926<10 (Til) 011 0615 OCHOA DESIGNS sl/a>< 12 K lo Hvl IC,NAClO G OfllOA PE 7692 Qutbtc DRlvt IIUNl)NgiON UlACjl CA 926^10 (71-1) (Ml 0615 OCHOA DESIGNS \ 58-1 4*12. ' 4 IC,NAClO G O<llOA I'E 7692 Quibtc DRlvt IIUNllN^lON BlAC.ll, CA 926^0 (Tl'1) 8-11 06-15 OCHOA DESIGNS A"o m X lc(NAClo G OdiOA I'E 7692 Qucbtc DRlvt IIUNllN^lON DlACll, CA 926'18 (7M) 0-H 06^5 OCHOA DESIGNS T - 77705 &2.3 X - S° = z IC,NAClO G OdlOA »'E 7692 Qutbtc Dwlvt MUNI|NC,TON UiAch, CA 926<13 O'll 06-15 OCHOA DESIGNS 7 iQNAClO G O<llOA I'E 7692 Qucbic DRlvt MUNllNQION lilACll CA 92618 (Tl'1) Ml 0645 OCHOA DESIGNS 6 n Jo ^ (5- 70 / zto 2810 1Z ISO IC,NAClO G OclfOA PE 7692 Quebec DR!VI llUNllNQJON DtACh CA 92640 (7M) O'll OCHOA DESIGNS f< Ys =*-1-79Si 3 ^ [Jo /<; -a, C kjNAClO (, OcllOA I'l 7692 ,JON HlAfll C A 92610 (711) 011 OM5 OCHOA DESIGNS Gt JO V4(/Oi ^' SUV- » * l(,NAClO (i OdlOA I'l 7692 Qutbu Uulu IIUNllN(,ION UlA(ll C A 926-10 (Tl-l) OH 061J OCHOA DESIGNS ^f57 IC,NAClO G OdlOA f'f 7692 Qutbic Dwlvt CA 92648 B-11 0645 OCHOA DESIGNS k,NAClO (• OfllOA I'l 7692 <?i)cl»K OxKt IIUNllN(,ION 1J|A( 11 C A 926-lfl (711) 0- ' ^' -spuus OCHOA DESIGNS 4 ' I TYf wT. (\ (*) - f/p V- V a ^ IC.NAClO (• (XllOA I 'I 7692 Qucluc f;«Kt CA 926-10 (711) O'll OCHOA DESIGNS OCHOA DESIGNS 7692 QUEBEC DRIVE HUNTINGTON BEACH, CA 92648 (841-0643) PROJECT THE PALISADES, (PLAN 1) 156 Chinquapin Ave CARLSBAD, CA CRITERIA MATERIALS UNIFORM BUILDING CODS 1997)' ^—" EXCEPT AS NOTED OTHERWISE CONCRETE FOUNDATION SOIL CONCRETE BLOCK BRICK REINFORCED STEEL STRUCTURAL STEEL WELDING STRUCTURAL PIPE PLYWOOD SHEATHING GLUE LM BEAMS LUMBER SOIL PRESSURE DESIGN REFERENCES CONCRETE CONCRETE BLOCK STEEL LUMBER ALL WOOD DOUGLAS FIR LARCH Ignacio G Ochoa, P E RCE# 35217 Exp 9/30/03 2500 PSI AT 28 DAYS ASSUME 1000 PSF GRADE N, LT WT UNITS (ASTM C-90) PER ASTM C-62.MW GRADE 20,000 PSI (ASTM A-615 GRADE 40) 24,000 PSI (ASTM A-36, COMPACT) AISC 1997 ED ELECT ARC PROCESSBY CERTIFIED WELDERS 35000 PSI (ASTM A 53) GRADE B DOUGLAS FIR, STRUG 1, INTR ,P S 1-76 2400 PSI (DF COMBF24) GRADE MARKED DF PER WCLB GRDG RULE 16 2000 PSF (SOILS REPORT) ACI DESIGN HANDBOOK CONG MASONRY DESIGN MANUAL, CMA MANUAL OF STEEL CONST AISC WOOCT STRUCT DESIGN DATA, NLMA No 2 No 1 GIB Fv 95 PSI &5PSI 165 PS\ Fb 875 PSI 1350 P[SI 2400 PSI E(X1000000) 16 PSI 16 PSI 18 PSI U PL pSf ^ a H] -p— 4—™-— t^j rt/ ^^^^e=f_^& WA |\-, i^=C± IV V ft* HA = 17- iQNAClO G OdJOA I'E 7692 Qutbic Dwlvt HuNilNqiO 926^8 41 0645 CA OCHOA DESIGNS ^ 3053 . 30. l(,NAClO (• OclfOA I't 7692 Quebec HuNllN 926-10 CA OCHOA DESIGNS iz t\ 10 -- 2.. 5 IC,NAClO G 7692 Qutbic 926^0 (71 A) 811 0615 CA OCHOA DESIGNS 9[> 5/2 +- Oh. 4 IC,NAClO G OdlOA I't 7692 Quebec DKlvt HUNllN 926-10 CA (7M)0615 OCHOA DESIGNS UK, CL IC|NAClO Oi OdlOA PE 7692 Qucbic DRlvt CA 926-10 (7M) Ml 0615 OCHOA DESIGNS Pi 20 9.= T OK. « 2 iQNAClO G OdlOA f'f 7692 (pucbtc DRlvt IIUNljNQtON UlAtll CA 926^18 (714) 041 0645 OCHOA DESIGNS ti 25 7 z, -TO 7.72., 73-< x~ IC,NAClO G OcllOA ft 7692 Quebec ORlvt CA 926^10 (714) 041 0645 OCHOA DESIGNS OCHOA DESIGNS 8 ^ rz 4. 0 Io D 81 ^ <& OCHOA DESIGNS , To ov ^I I O OCHOA DESIGNS 4 0 4-6 rife r OCHOA DESIGNS i- k „ y z. 30 3SO T 1*5-.6 2,74- VI OCHOA DESIGNS 1,7 3 M /t v/ioi H 09/23/99 THU 08 36 FAI 949 362 8874 SOUTHLAND COMMUNITIES 0002/003 OCHOA DESIGNS 09^23 99 THU 08 36 FAI 949 362 8874 SOUTHLAND COMMUNITIES 0003/003 OCHOA DESIGNS OCHOA DESIGNS ^l~ 478S/3(,$ ;zoa~M '4 fuf 2| IT f Q 'c OCHOA DESIGNS \ i4 fjp-. OCHOA DESIGNS 55 - 4 5" ©it*41 -fr OCHOA DESIGNS •Z-i -z. MV-= 4^o (n '* 2^03 fo yc_ P^f jf </ f/p V- IC,NAClO Ci OfllOA II 7692 Qucbtc Oi<Kt IIUNllNCjION I)lA(ll CA 92640 (Tl'1) C'll 0615 OCHOA DESIGNS Ctfe o O o fi 13 tf< 00 <D <t i LO H bo bJO OJ 0) O 1/5 3 O oa> 'o1 a! 3 CD CO =D <taLU LUoLUa: BLDG DEPT U§i SEAL ICBO Evaluation Service, Inc 5360 WORKMAN MILL ROAD WHITTIER CALIFORNIA 90601 2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright © 1999 ICBO Evaluation Service Inc ER 4211 Reissued January 1 1999 Filing Category FASTENERS—Steel Gusset Plates (066) COMPUTRUS TRUSS PLATES COMPUTRUS INC 10370 HEMET STREET SUITE 200 RIVERSIDE CALIFORNIA 92503 10 SUBJECT CompuTrus Truss Plates for Wood Trusses 20 DESCRIPTION 2 1 General The CompuTrus Truss Plates are flat steel plates designed to connect wood truss members The plates are manufactured from galvanized steel and come in various lengths and widths and have integral teeth that are designed to laterally tran >mit load between truss wood members Plans and cal culations must be submitted to the building official for trusses using truss plates described in this report 2 2 Materials The CompuTrus truss plates are punched from No 18 gage [0 0454 inch (1 15 mm) base metal thickness] and No 20 gage [0 0375 inch (0 95 mm) base metal thickness] G60-gal vanized sheet steel complying with the mechanical require ments established in ASTM A 653 SQ Grade 33 or higher Each plate has 9 4 teeth per square inch of plate each tooth is approximately V3 inch (8 5 mm) long and approximately 0 106 inch (2 7 mm) wide The teeth are punched in pairs with each pair spaced V4 inch (6 4 mm) on center along the width of the plate and 0 85 inch (21 6 mm) on center along the length Alternating rows of teeth are staggered 0 10 inch (2 5 mm) from adjacent rows The CN series plates are identical to the C series plates except that every third row of teeth is omitted Plates are 0 85 inch (21 6 mm) in length and are available in widths of up to 12 inches (305 mm) in V2 inch (12 / mm) increments as required by design The plates are applied to truss members in pairs with one plate on each face of each joint using a power press constructed in accordance with the manufacturer s specifications See Figure 4 for de tails of plate dimensions 23 Allowable Loads Tabli s 1 2 and 3 provide allowable lateral loads tension load and shear loads respectively for the CompuTrus truss plates These values are based on the National Design Standard for Metal Plate Connected Wood Truss Construe tion ANSI/TPI 1 1995 A copy of the ANSI/TPI 1 1995 stand ard must be supplied to the building department when this is requested by the building official 2 3 1 Lateral Resistance Each CompuTrus truss plate must be designed to transfer the required load without ex ceeding the allowable load per square inch of plate contact area based on species on the orientation of the teeth relative to the load and on the direction of load relative to grain Oe sign for lateral resistance must be in accordance with Section 11 2 1 of ANSI/TP11 1995 Table 1 provides allowable lateral loads for the truss plates 232 Tension Resistance Each CompuTrus truss plate must be designed for tension capacity based on the orienta tion of the truss plate relative to the direction of load Design for tension must be in accordance with Section 11 2 2 of ANSI/TP11 1995 Table 2 shows allowable tension loads for the truss plates Additionally the net section of the truss plates for tension joints must be designed using the allowable tensile .stress of the metal adjusted by the truss plate tensile effectiveness ratios shown in Table 2 233 Shear Resistance Each CompuTrus truss plate must be designed for shear capacity based on the orientation of the plate relative to all possible lines of shear Design for shear must be in accordance with Section 11 2 3 of ANSI/TPI 1 1995 Table 3 shows allowable shear loads for the truss plates Additionally the net section of the truss plates for heel joints and other joints involving shear must be designed using the allowable shear values for the truss plates adjusted by the shear resistance effectiveness ratios shown in Table 3 234 Metal Plate Reductions Several allowable load re duction factors for the metal plates when they are applicable must be considered cumulatively in the design of truss plates used in fabricated wood trusses 1 Allowable lateral resistance values for the CompuTrus truss plates must be reduced by a strength reduction fac tor OR shown in Table 4 when the plates are installed in lumber by means of a single pass full embedment roller system having minimum roller diameters equal to 18 inch es (457 mm) This reduction does not apply to embed ment hydraulic platen presses multiple roller presses that use partial embedment followed by full embedment rollers or combinations of partial embedment roller presses and hydraulic platen presses that feed trusses into a stationary finish roller press When trusses are fab ricated with single pass roller presses the calculations for the truss design submitted to the building department for approval must specify the minimum diameter of the roller press and the appropriate strength reduction factor from this report 2 Allowable lateral resistance values for the CompuTrus truss plates must be reduced by 15 percent when the plates are installed on the narrow face of truss lumber members 3 Allowable lateral resistance values must be reduced by 20 percent when the CompuTrus truss plates are installed in lumber having a moisture content greater than 19 per cent at the time of truss fabrication nluannn repiris >f ItliO Hainan>n \enice In are munf \nlel\ lipri idei ifiinnan 11 li C/ou t memher\ if ILHO null mi; the cade upon nhich ihr rep>rl i\ ha ed I taliiali in repirlt art n >l 11 ht c >n\lri ed a* representing aeslhelHt >r an\ Hher atlnhtite n i \p itficalh a Mr tfi-dn >ra\ an end >r\einent >r reom nen lal{ in / i ii e flit \ubjtitrep rf TliK rep rt n hat d up >n independent le /t ihertech tical data <uh nitted h\ the appli anl The ICIIIII aliiali i \emce Inc technical taff has renewed the le Ir nit 11/ il er data hi i d e\ tp i tc t te I fa ilitiet n inak an independent i rifl at n The e I n *nrra it\ b\ ILHO f aluan > i Scni e Inc express ir tmpl e I a t an rinditi. ar tier nan r in the rep in r as <> an v pr iducl i ered h\ ill ep rt lhi\ili\ laimerin lude\ hull n t limned 11 in«rchaniahtlil\ Page 1 of 5 Page 2 of 5 ER-4211 4 £ llowable lateral resistance values for CompuTrus truss plates installed at the heel joint of a fabricated wood truss must be reduced by the heel joint reduction factor Hp as follows HR = 0 85 - 0 05(12tan6 - 2 0) where 0 65 < HR < 0 85 6 = Angle between lines of action of the top and bottom chords (shown in Figure 3) Where the top chord slopes are greater than 12 12 (100 /o slope) this heel joint reduction factor is not applied 235 Combined Shear and Tension Each CompuTrus truss plate must be designed tor combined shear and tension capai ity based on the onentation of the truss plate relative to the directions of loading Design for combined shear and ten sion must be in accordance with Section 11 2 4 of ANSI/TPI 1 19C»5 236 Combined Flexure and Axial Loading Truss plates designed for axial forces are only permitted as splices in the top and bottom chord when the splices are within 12 inches (305 mm) of the calculated point of zero moment Design of truss plates at splices in the top and bottom chord that are not placed within 12 inches (305 mm) of the calculated point of zero moment must include combined flexure and axial slrea. es 2 4 Truss Design Plans and calculations must be submitted to the building offi cial for the trusses using truss plates descnbed in this report The tmss design must show compliance with the code and accepted engineering principles Allowable loads for the truss olates may be increased for duration of load in accordance with the code Calculations must specify the deflection ratio or the maximum deflection for live and total load For each truss design drawing the following information at a mini mum should be specified by the design engineer 1 Truss span spacing and slope or depth 2 Dimensioned location of truss joints 3 Model size and dimensioned location of truss plates at each joint 4 Truss chord and web lumber size species and grade 5 Required bearing widths at truss supports 6 Top and bottom chord live and dead loads concentrated lo ids and their locations and controlling wind or earth quake loads 7 D« sign calculations conforming to ANSI/TPI 1 1995 and any adjustments to lumber and truss plate allowable val ues for conditions of use 2 5 Ti uss Fabrication Plate i onnectors shall be installed by an approved truss fabn cator (hat has an approved quality assurance program cover ing tru wood truss manufacturing and inspection process tn accordance with Sections 2304 4 4 and 2321 3 of the code and Section 4 of ANSI/TPI 1 1995 The allowable loads rec ognize d in this report are for plates that are pressed into wood truss members using hydraulic or pneumatic embedment presse s multiple roller presses that use partial embedment followi d by full embedment rollers or combinations of partial embedment roller presses and hydraulic platen presses that feed trusses into a stationary finish roller press or if the ad justment factors given in Table 4 are used single pass roller presses When truss fabricators use single pass roller presses the rollers must have minimum 18 inch (457 mm) diameters Plates embedded with a single pass full embedment roller press must be preset before passing through the roller press by striking at least two opposite corners of each plate with a hammer 2 6 Identification The CompuTrus C Series plates are embossed with the designation C 20 or C 18 for the No 20 gage or No 16 gage plates respectively For the CN senes the No 20 gage plate is identified by the designation CN 20 embossed on the plate and the No 18 gage plate is identified by the des ignation CN 18 30 EVIDENCE SUBMITTED Test data in accordance with National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1 1995 40 FINDINGS That the CompuTrus Truss Plates for Wood Trusses de- scribed in this report comply with the 1997 Uniform Building Code1" subject to the following conditions 4 1 Plans and calculations are submitted to the build ing official for the trusses using truss plates de- scribed in this report 4 2 The truss plates are designed to transfer the re quired loads using the design formulae in ANSI/TPI 1 1995 A copy of the ANSI/TPI 1 1995 standard must be supplied to the building department when this is requested by the building official 4 3 The allowable loads for the truss plates comply with this evaluation report 4 4 Truss plates are not permitted to be placed where knots occur in connected wood truss members 4 5 Truss plates are installed in pairs on opposite faces of truss members 4 6 Trusses using truss plates described in this report must be fabricated by a truss fabricator approved by the building official in accordance with Sec tions 2304 4 4 and 2321 3 of the code 4 7 Allowable loads shown in the tables of this report may be increased for duration of load in accord ance with the code 4 8 Overpressed truss plates are not permitted Over pressed plates occur when the truss plate is em bedded into the lumber more than one half the plate metal thickness 4 9 Allowable loads shown in the tables of this report are not applicable to truss plates embedded in lum ber treated with fire resistive chemicals 410 When a one hour fire resistive rating is required for trusses using CompuTrus plates see Evaluation Report ER 1632 This report is subject to re examination in two years Page 3 of 5 ER 4211 TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES FOR THE COMPUTRUS TRUSS PLATES1-2 PLATE MODEL C '0 and C IS CN 20 and CN 18 LUMBER SPECIES Space* Southern yellow pine Douglas tir larch Hem Mr Spruce pine fir Southern yellow pine Douglas fir larch Hem fir Spruce pine fir Spec lie Cra ty !>•>•< 049 041 04 OSS 049 041 04-> DIRECTION OF GRAIN AND LOAD WITH RESPECT TO LENGTH OF PLATE AA EA AE EE Allowable Lo d Pe Plat*3 (pounds per square nch of plat* contact «ea) 206 206 161 161 112 11. 106 106 111 M 117 117 UK 118 109 109 in in no no 102 10- 114 114 108 108 104 104 in in 114 114 For SI I IbVinch = 689kPa 'See Figure I for a description ol plate orientation Values are determined usine (he gross area method plat i arc insult d in pairs on oppoMl la s ol irubs m mben> TABLE 2— ALLOWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATES1 PLATE MODEL C-'O CN 20 C 18 CN 18 DIRECTION OF LOAD WTTH RESPECT TO LENGTH OF PLATE' 0 M Allowable Tanaion Load (pound* p«r lineal Inch per pair of plates) 1 310 1 514 1 619 1 8S9 942 917 1 080 1 2->0 0 90 Tension Load Efflcl ncy Ratio 061 075 062 071 046 046 04"> 048 For SI I Ibl/mch = 0 I7S N/mm 'S e Figure 2 for a description of plate orientation The length of plate refers to the dimension of the longitudinal axis of (he area of the plate from which (he plate teeth were sheared during plate fabrication TABLE 3—ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATES PLATEMODEL C->0 CM 0 C 18 CN 18 DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE 0 30 «o-»0«120 | 150 Allowable Shear Load(pounds per lineal inch per pair of plates) 609 610 70. 647 7">0 696 712 787 1 106 1 04-> 1 _4I 809 801 718 1 041 860 421 S87 S6-, 701 S06 486 -.78 SOS 0 30 | 60 90 [ 120 ISO Sh a Load Efficiency Ratio 049 OK) 041 ()4_ 059 Oi7 046 Oil 091 OS6 079 OS2 066 061 066 Ow 01S 048 016 045 042 040 017 031 For SI I lblhnch = 0 l7iN/mm TABLE 4—ALLOWABLE LATERAL LOAD ADJUSTMENT FACTOR OH FOR COMPUTRUS TRUSS PLATES INSTALLED WITH MINIMUM 18 INCH DIAMETER SINGLE PASS ROLLER PRESSES PLATE MODEL C "'OamIC IS CN ''OandCN 1 8 LUMBER SPECIESSPECIFIC GRAVITY1 049 (ISO 049 OK) On 096 096 087 087 alii s corrc ponding to ihc valu 04) ahovt applv m j|| v. •>id pccics combination ha\m an av raac published specific gravity of 049or lower the QR values orr p indin lo (he jlu 0 il) jppK I > all v, >od pc is ombinjlioii!. havmi. an J\ rj publihdspc ihe "ravitv ol 0 ^O or higher The Qx values shjll be applied lo all plat /wood on nialions de cnb d m Fieur I Page 4 of 5 ER-4211 'OAD AA Onentation LOAD LOAD Ol]r CjO-; i ji 0 "D EA Orientation LOAD LOAD C J Jjfl C LOAD AE Onentation LOAD 35: LOAD EE Onentation FIGURE 1—PLATE ORIENTATION FOR LATERAL RESISTANCE VALUES Length i's.'s,'i rr-^ __*™T ...-JS-S 23 =t C^ CD »CiS'g,'^ S^.M^BJ 0 Plate Orientation Width•« » § iL<y,i>u i '•ccr q• 3 ^ 90 Plate Onentation FIGURE 2—PLATE ORIENTATION FOR TENSION VALUES FIGURE 3—HEEL JOINTS TO WHICH THE REDUCTION FACTOR HR APPLIES 93665Ca|alcoRd • Perns CA 92570 •[909)657 7491 • FAX(909J65704B6 To Whom It May Concern This is a copy of our stamp, as requested with all data requested Manufacturer- California Truss Company 23665 Cajalco Rd Perns, CA 92570 Quality Control-Timber Products Inspection P 0 Box #20455 Portland, OR 97220 (503) 254-0204 CALIFORNIA TRUSS CO. PERRIS, CA """* U.B.C. SECTION 2343.7 NER-QA275 QUALITY AUDITED BY TIMBER PRODUCTS INSPECTION. INC. CampuTrus Inc Manufacturing Engineering Computer Systems WARNINGS 1 Read all General Notes and Warnings before construction of trusses 2 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 3 1x3 compression web bracing must be installed where shown + 4 All lateral force resisting elements such as temporary and permanent bracing must be designed and provided by designer of complete structure CompuTrus assumes no responsibil ity for such bracing 5 No load should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any component 6 CompuTrus has no control over and assumes no responsibility for the fabrication handling shipment and installation of components 7 This design is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute in Bracing Wood Trusses HIB 91 a copy of which will be furnished by CompuTrus upon request GENERAL NOTES, unless otherwise noted Design to support loads as shown Design assumes the top and bottom chords to be laterally braced at 2 0 oc and at 12 0 oc respectively 3 2x4 Impact bridging or lateral bracing required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used in a non corrosive environment and are for dry condition of use 6 Design assumes full bearing at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss and placed so their center lines coincide with joint center lines 9 Digits indicate size of plate in inches 10 For basic design values of the CompuTrus Plate indicated by the prefix C see I C B 0 R R 4211 11 The CompuTrus Net Section Plate is indicated by the prefix CN the designator (18) indicated 18ga material is used All others are 20 ga General Notes 2 j Bracing to top and bottom chords not required provided the chord members are braced throughout their length by continuous sheathing I- A Z UJ azUl Itou.ozI 0zUJ 3CD *oz UJ LL COO> 5S£ 0 UJ h- Q OW WUJQ in^_ inM u.UlOL <J> OcoD ^s In S5 ainw ot QOaou.Z XID in inan OL>cc -- in -LU CM T-«z 10 tn if-H o enin m en < IL. u.LU LU LU M rslco -i tn a o 1-1 1-1a: o:_i _i o oi- i- _i i- i xz z o o < < < <-5 "0 Z Z Z Z o acc cca o oZ X X •-! 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C3~ O CO fc- ui ro ro o 10 *-- ro QJ Z> Z> .— ^— ro o — zj =3o -^ -H o ro a. cr o' CX T r-r -3 "^ ro in x rf r-r -3 ez — ro =3 -«-I QJ Ol (-r QJ TRANSMITTAL DATE PROJECT ADDRESS TO ATTN RE JUN- 30-93 "THE PALISADES" 'JNAVE JOHN MILDBRANT DEAR JHONFOR THE PLAN CHECK OF THE LISTED PROJECTPLEASE FIND ^PLICATION,ETS OF UJOf^<ING DRAWINGSETS OF STRUCTURALCALC'SeTA OF ENERGY CALC'SOF SOILS REPORT KNOUU IF THIS IS ALL THAT IS NEEDED TO START jf YOU HAVE ANY QUESTIONS, PLEASE CALL ME ,THANKS AL MACIEL ALJSO V1EJO CA 92656 949^362 9700almad@pacbell net City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City the applicant and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner(s) Name(s)) Project Description Building Type Residential Number of New Dwelling Units / Second Dwelling Unit Res Additions Comerc / Ind City Certification of Applicant s information /_ Square Feet of Living Area in New Dwelling ~? o / f Square Feet of Living Area in SOU Net Square Feet New Area Square Feet Floor Areaqua Date l/SCKO Carlsbad Unified School District 801 PmeAve J3arlsbad CA 92009 (729 9291) PL DISTRICTS WITHIN THE CITY OF CARLSBAD San Marcos Unified School District 215MataWay San Marcos CA 92069 (736 2200) Encmitas Union School District 101 South Ranch Santa Fe Rd Encmitas CA 92024 (944-4300) San Dieguito Union High School District 710 Encmitas Blvd Encmitas CA 92024 (753 6491) Certification of Applicant /Owners The person executing this declaration ( Owner1) certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner s knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect and that (2) the Owner is the owner/ developer of the above described project(s) or that the person executing this declaration is authorized to sign on behalf of the Owner 20/5 Las Palma(s^r • Carlsbad CA 92009 1576 • (76O) 438 1161 • FAX (76O) 438 0894 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s)) SCHOOL*DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING Gov Code Gov Code Project Approval Prior Existing Not Subject to 53080/65995 65970 Requirements Mitigation Agreement fee (AB181) (SB 201) Note requirements (Indicate Date and Number) Total amount of (new) area within the Building Footpnnt Fee Amount per Square Foot Amount Collected -Or if subject to Pnor Existing Mitigation Agreement For Detached Residential Dwelling Units or Attached Dwelling Units > 1600 Square Feet Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected -and/or For Attached and Detached Dwelling Units < 1600 square feet/ per dwelling *• / Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected _ SCHOOL DISTRICT This is to certify that the applicant listed on page 1 has paid all amounts determined by the information presented above and due to the School Distnct Payment of these amounts is a prerequisite to the issuance of a building permit SIGNATURE OF SCHOOL DISTRICT OFFICIAL DATE TITLE PHONE NUMBER IM *tt3<t-0&5><J> NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES The Carlsbad Unified School District has elected to imposed the fees and/or amounts herein upon a finding that those facilities described in the Sc/ioo/ Impact Mitigation Fee Justification Study for Carlsbad Unified School Distnct prepared by David Taussig & Associates for the District Section 66020 of the Government Code enacted as Assembly Bill 3081 set forth as Chapter 549 Statutes of the State of California requires that this school district provide a written notice to the project applicant at the time of payment of the school fees mitigation payments or other exaction This notice is to advise the project applicant that the protest period regard to such amounts or the validity thereof in accordance with Section 66020 of the Government Code and other applicable law commences with such payment or performance of any other requirement as described in Section 66020 of the Government Code Additionally this notice advises that the protest thereof must occur within 90 calendar days thereafter Revised 04/02/98 bg 3EC. UJ Q2o z Q. p< CO 111Q D CO :HIcc . 03Q.UJU.IIOO>$-> \^r^\ ^^ 3 "-so w,<(l .r> \3 ^a V A * ^ ) <^w^_ r a ui to u a. CD ?V\ 0 $\n- I CD 7 < Oei ^/ JNo <i R ^^ l-\<*)~^>&4- ^9 N -N^\ t 0sT f ^g ^ r-\ J, <i_ 02/17/2000 City of Carlsbad Plan Check Revision Permit No PCR00032 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 156 CHINQUAPIN AV CBAD PCR 2060131400 Lot# 0 $0 00 Construction Type VN REVISE DEPTH EXT FOOTINGS Status ISSUED Applied 02/08/2000 Entered By RMA Plan Approved 02/17/2000 Issued 02/17/2000 Inspect Area Applicant BEACH KING INC STE 20^0 ONE COLUMBIA ALISO VIEJO CA 92656 949 362 9700 }\ ^ Owner __ "KEYSTONE CARLSBAD L L c 9683 TIERRA GRANDE : SANDIEGOCA^ X i ^ / /"^ ^- A \ 02/17/00 0001 01 02 C-PRMT 59 00 Total Fees $59 00 / /-{ Total Payments Ye/Date ^ $0 00 \ x^/" Balance Due $5900r_ -^?/v. Plan Check Revision Fee I Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fe s/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired CITY OF CARLSBAD 2075 Las Palmas Dr, Carlsbad, CA 92009 (760) 438 1161 PERMIT APPLICATION 6ITV* OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave Carlsbad CA 92008 a lust A FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validate Date Address (include Bldg/Suite #) ~~f" f Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use Proposed Use tt of Bathrooms Address "City Agent for-tOwner * I State/Zip Telephone tt . 4~ Fax # Name 4 Address City State/Zip Telephone tto :ity State/Zip TelephoneName f Address r5 ~!^COMTBACTOft^--€6MPANY liAASE*"15 «^™J^? -• (Sec 70 i1 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 wth Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom and the basis for the alleged exemption/Any,violation of Sectip^ 7031 5^by ajiiy apo/fbant for a penjujtei^bjects the^applicajt to uwil penalto (—&•an five LfH^ff" i ^T~1Name State License tt n Designer Name State License tt I <~P/ %LJ- 0 Of Address ^ License Class f_~2 — j Address . >-tity State/Zip 1 City Business License tt City State/Zip Telephone tt Telephone "* * **£$&£j* »* x% ^ Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q 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 wark for which, this permit is issued CU I have and will maintain rorkers 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 ana policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 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 *>,.?*! v '*" '< x I >,*<••*.<! I hereby affirm that I dm exempt from the Contractor s License Law for the following reason l~l 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) Q 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 for such projects with contractor(s) licensed pursuant to the Contractor s License Law) l~l I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement [~l YES f~lNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I hiva contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provioe portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number y contr ctors 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 COIIteLtfEJHrsjEaT^ ,,_^_ > * 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? Q 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 district? Q YES Q NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? CH YES CD 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 «*•* ^ONSTRUCT(ON"UNDING AGENCY Ji J|<_i «"' £JL*L > * W , „ *„ t? ^ xi ^ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER S NAME LENDER S ADDRESS 9—-?1PPL|CANT CERTIFiCATlONtti '*"*|- L LSVV^""*' SV 1 ?x '*• ^ £ 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 CitV 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 commaDped wjtWfr180 daysjrem thajdaje of such permit onf the building or work authorized by such permit is suspended or abandoned at any time arter the work is comrrJfflSeJ^aperiod o^j^fftayjA^edon 106 4 4 UrijlepirlBuilding Code) APPLICANT S SIGNATURE WHITE File YELLOW Applicant PINK Finance DATE EsGil Corporation In Partnership iVitH government for DATE February 17, 2000 JURISDICTION Carlsbad . a PLAN REVIEWER a FILE PLAN CHECK NO 99-2422 (PCROO 32) SET I / PROJECT ADDRESS 156 Chinquapin Avenue PROJECT NAME Foundation Revision The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction s building codes The plans transmitted herewith will substantially comply with the jurisdiction s building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck | | The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person The applicants copy of the checklist has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed E-sgil Corporation staff did advise the applicanHhat the plan check has been completed iPerson contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS Please contact Charlie for HAND-CARRY© 619-572-4292 By Tony Embuido Enclosures APPROVED PLANS Esgil Corporation D GA D MB D EJ D PC 02/08/00 trnsmtldot 9320 Chesapeake Drive Suite 208 4 San Diego California 92123 + (858)560 1468 4 Fax (858) 560 1576 Carlsbad 99 2422 (PCROO 32) February 17, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 99-2422 (PCROO-32) PREPARED BY Tony Embuido DATE February 17, 2000 BUILDING ADDRESS 156 Chinquapin Avenue BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (ft2) VALUATION MULTIPLIER VALUE ($) C] 199 UBC Building Permit Fee Q Bldg Permit Fee by ordinance $ D 199 UBC Plan Check Fee D Plan Check Fee by ordinance $ Type of Review Q Complete Review Q Structural Only | Hourly d] Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 43 58 * Comments * Esgil Fee = $87 15/hr x 1/2 hour Sheet 1 of 1 macvalue doc 5196 Corporation In S&rtntTsfup With. <jovtmme.nt for tBui&hn/Safety DATE February 17, 2000 a APPLICANT a JURIS JURISDICTION Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO 99-2422 (PCROO-32) SET I PROJECT ADDRESS 156 Chinquapin Avenue PROJECT NAME Foundation Revision- The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction s building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmrtted fora complete recheck i The checklist 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 checklist is enclosed for the jurisdiction to forward to the applicant contact person The applicant s copy of the checklist 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 Please contact Charlie for HAND-CARRY @ 619-572-4292 By TonyEmbuido Enclosures APPROVED PLANS Esgil Corporation n GA D MB D EJ Q PC 02/08/00 fmmHdot 9320 Chesapeake Dnve Suite 208 4 San Diego California 92123 4 (858) 560-1468 4 Fax (858) 560 1576 90 d 8T l\ 00 L\ qaj 9ZSI09S8S8I xej 1I9S3 Carlsbad 99 2422 (PCROO 32) February 17, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 99-2422 (PCROO-32) PREPARED BY Tony Embuido DATE February 17, 2000 BUILDING ADDRESS 156 Chinquapin Avenue BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (ft2) VALUATION MULTIPLIER VALUE ($) Q 199 UBC Building Permit Fee n BIdg Permit Fee by ordinance $ D 199 UBC Plan Check Fee Q Wan Check Fee by ordinance $ Type of Review Q Complete Review Q Structural Only | Hourly Q Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 43 58 * Comments * Esgil Fee = $87 15/hr x !4 hour Sheet 1 of 1 macvalue doc 5196 ZO d si oo 9ZSI09S8S8I 1I9S3 1TH9-00 FRI 12 57 PH gj Co po ate Offices 3250 Sp rt A Blvd Ptl (619) 224-4120 Fx.( (61«)22S 8192 gj #01 Sports Arena 3250 Sp /Is A en Blvd Ph (619)224-4161 Fax (619)2247911 (Hdwr Office) Fj (619)224 8719 (Con! Office) U #02 28!h St Distribution Yard UQOW /8th Si Ph (619)474-4671 F (619)4747849 | #03 Es ondtcto 56 N Tulip St Ph (760) 74S 7271 Fax (760) 743 1307 (Cont Office) Fax (760) 745-0122 (Outside Sales) Fax (760) 745 1260 (Hdwr Office) g #04 El Cajon 1262 E Mam SI PH (619)440 7711 Fax (613) 588 6826 (Hdwr Office) Fax (619) 588 6428 (Cont Office) Fax (6191 440 2941 (I om Esllmat ng) £ 005 Grand Terrace Sales Office 21800ManSt Ph (909) 423-0986 Fa (909] 549-0962 H #05 EWP/Outside Sales 2740 Tdeiands Ave PI (619)263-6161 Ph (619) 477 3791 Fax (610) 477-6891 (Truss Yard) Fax (619)477-6591 (Outside Sales) | #06 Solatia Beach 663 Lomas Santa Fe Or Ph (858) 755 0246 Fax (858) 755 1384 (Hdwr Office) Fax (8S8) 792 5141 (Cont Office) g »07 Distribution Center Central 8372 Center Dr Ph (619)465-4242 Fax (619)484-3938 fttoa South Bay 3430 HIghl d A e Ph (619) 1256660 Fax (619)426-6778 (Hdwr Office) Fax (619) 420-8988 (Cont Office) B*10 Classic Collections 292 M ramar Hd Ph (858)t>95 9712 Fax (858) 271 9326 | #H Mlramar 292 Mlram r Rd Pb (858)195-0600 f (856) 595 263G (Hdw Offl ) Fa (858) 549-4177 (Cont Office) B#12 U Mesa 8372 Center Dr Ph (619) 165 4242 Fax (619) 464-6692 (Hdwr Office) Fax (619) 464-4173 (Com Office) *13 Co po ate Merchandising 292 Miramar Rd Ph (858) °;66 2677 Fax (853) 566-0017 #14 Kearny Mesa J888 Con oy Si Ph (858) 79 5010 Fa (858) 279 2695 (Hdwr Office) Fa (858) 279-4546 (Cont Office) Fax (858) 571-6913 (Door 4 Window Ctr) "15 Hancho San Diego 360 A oc ao Blvd PH (619)670-5600 f (619) 670 9931 (Hdw Offl ) f (6)9) 670 993O/Co I OKI ) #ia ROW y 13345 Poway Rd Ph (858) 486-6333 F-! (858) 486 7083 (Hdwr Office) F (858) 486 6472 (Co t Office) #»0 Oregon Dock 62)20 USHghwayJO Ph (503) 3b6-0933 Fax (503) t660188 P 01 Lumber&HomeCenterT _ Products oales 2740 T.deian.H^6*"3'10"310''*0* SI** Date / / y / 00 Time / No of Pages (including cover sheet) ^ To Sent By If you do not receive all the pages, please call #05- EWP/Outside Sales Ph (619)263-6161 Ph (619)477-3791 Fax (619)477-6891 (Truss Yard) Fax Comments s3/e4Lte~ Overall... We Sell For Less! HAY-19-00 FRI 12 59 PM P Or»> i •* in i KI i i 11 \\ i u t tj j u ^ ^ ^ T „ ^ r uo J1 *« sffMNUM* 60910036? 16" TJI®/Pro™ 350 JOIST @ 16 0" o/c MASTelzM S10OI 9/19/nO 17 14 46 PM Pegs 2 of 2 B ltd Code 120 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES. IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM) Allowable product values shown are in accordance with current TJM materials and code accepted dasigavafues—The specific product application input design loads and stated dimensions have been provided by others ( J^uCT-lVt? ^fl fCW) ) have not been checked for conformance wrtn the design drawings of DIP building and have not been reviewed by TJM Engineering THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY' PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above OPERATOR NOTES Top flange has been notched into the side 1/2 deep by 3 long at a location just nght of the left support Joist is acceptable as is NO RFPAIR REQUIRED PROJECT INFORMATION OPERATOR INFORMATION. Plan-2 I ot #7 Trus Joist Palisades Terry Metzker PE Chinquapin Avenue 300 Carlsbad Village Drive Suite #216 Carlsbad CA Carlsbad CA 92008 ph 760-434-3374 fx 760 434 3373 Governing buHdlng code UBC 97 1C BO Approval PFC-4354 ER-4979 r opyngm <5 1999 t>y Trus Joist MacMlllan a limited partnered p Bo se Iddh USA Pro™ TJ Pro m and TJ Stag™ aro trattemarko of Trus Joist MacMilla Jl« n a real t ed tfa<(« k of Tti s Jolsl MacMillan R\NaUnpitRl9sV266Ui sze MAY-19-00 FRI 01 00 PM P 06 SOUTHWEST REGION 300 Cumbod Village Drive #718 CoHsbd California 92008 Phone 760 434 3374 * Fox 760 434 3373 Toll hce I 800 788 b006 rki^X ,-0G ' is i/flz* /T— 4-" Nis «n W? ed OI^JL. Gfcl? /f Jib writion Icchnicil MAY-19-00 FRI 12 59 PM Oj l«i 00 FR1 12 14 \-\\ 7b()4)4JJ7J IKUb MALU1LLAW -» JMAlf L.LNI P 04 J1 T I Sizing™ vS 45 Se al Numbe 609100367 »«ll_5ULaWO BuildC<xt£=WlPRODUCT 16" TJI®/Pro™ 350 JOIST @ 16 0" o/c .EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 20 10 Product Diagram Is Conceptual Analysis for Joist Member Supporting FLOOR RES Application Loads(psf) 40 Live at.100% duration 12 Dead 0 Partition and TYPF CLASS LIVE DEAD LOCATION APPLICATION COMMENT Pomt(plf) Roof(i 25) 64 96 0 Adds to Roof load Point(plf) Floor(1 00) 0 1 BO 0 Adds to Wall load SUPPORT^ 1 2x6 Stud Wall 2 2x4 Plata INPUT WIDTH 550 350 BEARING LENGTH 55 225 JUSTIFICATION Left Face Right Face REACTIONS(lbs) LIVE/ DEAD/ TOTAL DETAIL 693/582/1275 Detail E1 515/120/635 Detail A3 OTHER TJI® Blocking Panel 1 25 LSL Rim See TJM SPECIFIERS /BUILDERS GUIDES for detall(s) E1 A3 CAUTION Required bearing lenglh(s) exceed the minimum shown In the TJM Buflder's guide for single family resldenbal applications Limits End supports 3 5 Intermediate supports 3 5 with web softeners and 5 25 without web stiffeners DESIGN CONTROLS MAXIMUM DESIGN CONTROL CONTROL LOCATION Sheartlb) Reaction(lb) Moment(ft Ib) I we Deri (In) Total Deri (in) TJ Pro Rating 702 620 2773 645 620 2773 0200 0228 51 1970 Passed(33%) Lt end Span 1 under Floor loading 1290 Passed(48%) Beanng 2 under Floor ALTERNATE span loading 7493 Passed(37%) MID Span 1 under Floor ALTERNATE span loading 0 472 Passed(L/999+) MID Span 1 under Roof ALTERNATE span loading 0945 Passed(L/994) MID Span 1 under Floor ALTERNATE span loading 40 Passed Span 1 Allowable moment was increased for repetitive member usage Deflection Criteria STANDARO(LL L/480 TL L/240) Additional cheeks follow Left overhang(LL 02 TL 0 2 ) Deflection analysis is based on composite action with single layer of the appropriate span rated GLUED & NAILED wood decking Bracmq(Lu) AH compression edges (top and bottom) must be braced at 5 9 o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability The load conditions considered in this design Include Alternate member loading TJ Pro™ RATING SYSTEM T he TJ Pro (USA) Rating System value provides additional floor performance information and is based on a Glued & Nailed 3/4 OSB decking The controlling span Is supported by walls Additional considerations for this rating include Ceiling None A structural analysis of the deck has not been performed by the program ^ae^saB.^ PROJECT INFORMATION Plan 2 Lot #7 Palisade's c hinquapin Avenue Carlsbad CA OPERATOR INFORMATION Trus Joist Terry Metzker P E 300 Carlsbad Village Drive Suite #216 Carlsbad CA 92008 ph 760 434 3374 fx 760-434 3373 Governing building code UBC 97 ICBO Approval PFC 4354 ER 4979 Copy ghf«1999 by Trus toist MacMillan a limited partrwfSWp Boise Idaho USA I Jl* 19 e$ te et) t -\itew It f T us J i t MscMIUan C \TJSaing\Na\l putFII V266VJ1 7 Pio"1 TIFTo^a dTJ Sizing™ e trademarks of Tt Jo! I MB Mlllan MAY- 19-00 FRI 12 58 Ptl P 03 16" TJI®/Pro™-350 JOIST @ 16 0" o/c^"^, (' a. TJgeam™ v545 Serial Number 7000009566SEAMUSA 1001 os/1 8/2000 43334PM Page 2 of 2 Build Code 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES IMPORTANT' The analysis presented is output from software developed by Trus Joist Trus Joist warrants the siang of its products by this software will be accomplished in accordance with Trus Joist product design cntena and code accepted design values The specific product application input design loads and stated dimensions have been provided by the software user This output has not been reviewed by a Trus Joist Associate Not all products are readily available Check with your supplier or Trus Joist technical representative for product availability THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY' PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS Allowable Stress Design methodology was used for Code NER analyzing the Trus Joist Residential product listed above PROJECT INFORMATION OPERATOR INFORMATION Palisades Plan 2 Dixielme Lumber Lot #7 Jeff Butler/Karen Finster 2740 Tidelands Ave National City CA91950 (619)263-6161 (619)477-6891 Copyright ©2000 by Trua Joist A Weyerhaeuser Business Pro TJ Pro and TJ Beam are trademarks ot Trus Jolsl Simpson Strong Tie Connectors® (8 a registered trademark of Simpson Strong Tie Company inc TJI® Is a registered trademark of Trus Joist MAY-19-00 FRI 12 58 PM P 02 16" TJKD/Pro™-350 JOIST @ 16 0" o/c TJ IJeam vS 15 Serial Number 7000009566 BEAMUSA 1001 0S/t8/aOOO 43334PM Page 1 of 2 Build Code 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 20 10I I "1 1 1 6 19 4 . n.nc Product Diagram is ConceptualLUAUa Analysis for Joist Member Supporting FLOOR RES Application Loads(psf) 40 Live at 100% duration 12 Dead 0 Partition and TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs) Floor(100) 331 86 1810 Addsto Pomt(lbs) Roof(125) 32 228 0 Addsto INPUT BEARING REACTIONS(lbs ) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 350 35 Left Face 665/435/1100 Detail E1 TJI<8> Blocking Panel 225 Hanger Right Face 816/212/1028 Detail H1 1 2x4 Plate 2 TJI® Product Web stiffeners are required at support(s) 2 Attach with 3 8d(2 5 ) box nails clinched See Trus Joist SPECIFIER S / BUILDER S GUIDES for detail(s) E1 H1 HANGERS Simpson Strong Tie Connectors® REVERSE TF TF NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Right Face IUT3514 No No N/A N/A 14 N10 N/A 2 N10 DESIGN (ONTROLS MA) Shear! Ib) Reacton(lb) Moment(ft Ib) Live Defl (in) Total Defl (in) IIMUM DESIGN CONTROL CONTROL 1015 1015 3335 1015 1015 3335 0234 0284 1970 Passed(52%) 1160 Passed(87%) 7493 Passed(45%) 0 475 Passed(L/974) 0 950 Passed(L/804) LOCATION Rt end Span 1 under Floor ALTERNATE span loading Bearing 2 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading MID Span 1 under Roof ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading Allowable moment was increased for repetitive member usage Deflection Cnteria STANDARD(LL L/480 TL U240) Additional checks follow Left overhang(LL 02 TL 0 2 ) Deflection analysis is based on composite action with single layer of the appropnate span rated GLUED & NAILED wood decking Bracing(Lu) All compression edges (top and bottom) must be braced at 2 8 o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability The load conditions considered in this design include Alternate member loading PROJEC r INFORMATION Palisades Plan 2 Lot #7 OPERATOR INFORMATION Dlxioline Lumber Jeff Butler/Karen Fmster 2740 Tidelands Ave National City CA91950 (619)263-6161 (619)477-6891 Copyright & 2000 by Taia Joist A Weyerhaeuser Busmsss Simpson Strong Tie connectors® Is a registered trademark of Simpson Strong Tie Company Inc Pro™ TJ-Pro and TJ Beam™ are trademarks of Trus Joist TJI® IB a registered trademark of Trus Joist