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Home My WebLink About2339 PIO PICO DR; ; CB002914; Structural Calculations01-16-2002 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No:CB002914 Building Inspection Request Line (760) 602-2725 2339 PIO PICO DR CBAD RESDNTL Sub Type SFD 1563500800 Lot# 0 $453,137 00 Construction Type VN Reference # 1 Structure Type SFD 3 Bathrooms 3 5 TALLMAN RES-5314 SF+656 SF G 258 SF DECKS Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# Applicant TALLMAN JEFFREY C&PAMELA 2285 HIGHLAND DR CARLSBAD CA 92008 Owner TALLMAN JEFFREY 2285 HIGHLAND DR CARLSBAD CA 92008 ISSUED 08/08/2000 RMA 12/05/2000 12/05/2000 GG 0002 01 COF" 02 315.75 Total Fees $28,530 77 Total Payments To Date $28,215 02 Balance Due $31575 Building Permit Add') Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park 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 Reel Water Con Fee $1,860.08 Meter Size $0 00 Add'l Reel Water Con Fee $1,209 05 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $45 31 PFF $0 00 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 Sidewalk Fee $000 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $109 00 Housing Impact Fee $2,400 00 Housing InLieu Fee D5/8 Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $8000 $1,871 00 $000 $8,247 09 $7,61270 $000 $000 $418 00 $472 00 $000 $336 00 $11000 $91 50 $2,925 00 $000 $744 04 $000 $000 $28,530 77 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 lo as lees/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 tmely 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/exactiQns_Qf 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 1635 Faraday Ave , Carlsbad, CA 92008 :J2 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date A I -JT f / 1- •*'Address (include Bldg/Suite ff) "-^g/y:s//m3?;n f*. _rTuB/Qtf/vO wOl ux u^ C-PSHT 1017.95 Business Name (at this addresi) Unit No Phase No Total tf of units Description of Work i__COlJTACVPE"RSO'N"'{if~dTffBrent from applicant) Name Address s3 rJAPl»UCANT!i ]iQ.C~o7itracW!""D'^9ent'for Contractor City Owner O Agent, for^Qwner State/Zip Telephone ff Fax ft Name Address City State/Zip Telephon e^, Name Address City State/Zip Telephone (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter improve, demolish or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code! or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [5500)1 Name State License ff Address License Class City State/Zip City Business License ft Telephone # Designer Name State License ft Address City State/Zip Telephone 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 work for which this permit is issued O I have and will maintain workers compensation as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date {THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [51001 OR LESS) O 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 <s unlawful and shall subject an employer to cnmmal penalties and civil fines up to one hundred thousand dollars (SJOOyQOO) in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor r/ode /merest and attorney s fees SIGNATURE -*^*7/flA^s £*• /0A.//-MA ffi'T,/~\ DATE I hereby affirm that I am exempt from the Contractor s License Law for the following reason n 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) [jt 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) D I am exempt under Section Business and Professions Code for this reason YES NO1 I personally plan to provide the major labor and materials for construction of the proposed property improvementx^S2 Iflhave'/ have not) signed an application for a building permit for the proposed work 3 1 hayfl-ConuacteoV^vith the following person (firm) to provide the,proposed construction (incJurJe/iame / address / phone number / contractors license number) ~-~ *^ - f / ff 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 1 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) Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 Q YES Q NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? Q YES C3 NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S NAME LENDEFVS ADDRESS V W.'? T\LJ-ff 1 fa ftA *$£(#& I certify that J 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 il the building' or work authorized by such permit is not commenced within 180 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 is commenced for/a period of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE.DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check # Permits CB002914 Project Name TALLMAN RES-5085 SF+656 SF GAR 258 SF DECKS 2339 P!0 PICO DRAddress Contact Person TALLMAN RES Phone 7608011578 Sewer Dist CA Water Dist CA Lot Date 12/12/2001 Permit Type RESDNTL Sub Type SFD 0 lns£&ete"or\x 1&~^^£ /**£St4<d* Inspected By Inspected By Comments 1 Date Lo Inspected' /£•*•*/<?/ Date Inspected Date Inspected Approved ' Approved Approved •^ Disapproved Disapproved Disapproved 11/27/2001 15:49 FAX 760 438 4178 ENG, INSPECTIONS City of Carlsbad if H^^^BUimMHPT^^JHB^^^^B*^M^B'll^M^^^^^BBBBPublic Works - Engineering November 1,2001 CERTIFIED MAIL: 7000 0520 0022 7010 1737 Jeff & Pam Tallman 2339 Pio Pfco Drive Carlsbad, CA 92008 CPD 99-18 / TALLMAN RESIDENCE / GR000024 Mr & Mrs Tallman After careful review of your approved Grading plans and a physical visit to your site located at 2339 Pio Pico Dr., some items of concern need to be addressed before occupancy will be granted. Your present grading condition in the field Is not what is represented on the approved grading plans. Please have your Engineer of Work submit a construction change to the City of Carlsbad for the extension of the retaining watl on the west side, (back yard portion of your project). Please have your Engineer of Work submit a construction change for the 100-foot long x 4-foot high masonry wall, north side (see San Diego Regional Standard Drawings C-3) which was replaced with a key stone masonry wall. If I may be of any assistance in this matter please call me at (760) 602-2760 X 7312. Sincerely, JOE MCMAHO Project cc: file Don Moore, Construction Manager Barbara Kennedy. Associate Planner David Rick, Assistant Engineer 5950 El Camino Real - Carlsbad, CA 930O6 • (76O) 6O2-278O - FAX <70O) 43B-4178 From Janene Lee To Christine Wauschek Date 12/7/01 331PM Subject TALLMAN PROJECT' Christine Joe McMahon called me and asked that I E-mail you, letting you know that the Tallman Residents, Project #9918 on Pio Pico, has been Released by the Eng Dept for Final Thanks Janene City of Carlsbad Final Building Inspection Dept: Building Engineering PlSBSing CMWD St Lite Fire Plan Check # Permit # Project Name Address Contact Person Sewer Dist inspected By ftf Inspected Bv Inspected Bv CB002914 TALLMAN RES-5085 SF+656 SF GAR 258 SF DECKS 2339 PIO PICO DR TALLMAN RES Phone 7608011578 CA Water Dist CA Date -> Inspected Date Inspected Date Inspected Date Permit Type Sub Type Lot 0 .X Approved Approved Approved 12/12/2001 RESDNTL SFD X Disapproved Disapproved Disapproved Comments PLANNING DEPARTMENT FINAL INSPECTION CHECKLIST ROUTING BLDG v_ M HARDY PLANNER L BLACK M BLACK M HARDY BLDG Proiect Name' ^J^J£fa*&4^ *&*^$Asdlw>c£ Plan Check No CB 0 b 3. *\ 1 4 Address ^^SfjJ^o (^P/C a ^b A Proiect Number CDf^-U ttOPWcfi Proiect Planner! ^^V^ >6-ei-c*^ ~sC „ ^ ,*^v/. Extension Contact Person Phone No n Drawing No Inspections * 1st 2nd Approved , ( ( Final Inspection Items All Items below Conform with Approved Site Plan 1 Project Planner confirms conditions are met 2 Building elevations 3 Building materials 4 Building colors 5 Rooftop equipment screens 6 Fence/wall height, location, and materials 7 Size, number and location of parking spaces compact, regular, handicap 8 Outdoor recreation facilities 9 Employee eating areas 10 Trash enclosure and location 1 1 Pavement treatment 12 Landscaping installed (under separate contract) LIST BELOW ANY ADDITIONAL ITEMS REQUIRING SPECIAL ATTENTION BY MIKE BLACK ^7\ — - l-3r l-€lfl'W?b(ar "1 S"h?f0t*l-d S-lw&TMK" W-t.d i ~N lft< tClfrv< ^x „ J J l '^j riiV.Utf,<L CW^JtLOCLM {CtC, t)T Co»tC }f€4d piO'o/* ils fCCt)/?A»rTsi ^ ' L^-'/ \ASTkU -C-VD^iDM C^JviVl>l VV\fiOtSuKT> 6A \)O-CM- ^U0£- Tt> "^r^ "1V>< ^*-N •fac.'twvs rfV ^M O*^*T' 17 Project complies with all conditions, including above-listed items Final inspection is complete Mike Black Date uwl (H \ADMIN\COUNTER\Final Insp Check)12/10/2001 nspection List Permit* CB00291 4 Type RESDNTL SFD TALLM AN RES-531 4 SF+656 SF G 258 SF DECKS Date Inspection Item Inspector Act Comments 01/31/2002 89 01/31/2002 89 01/17/2002 89 01/16/2002 89 12/21/2001 89 12/20/2001 89 12/12/2001 89 11/06/2001 39 10/19/2001 39 10/09/2001 39 07/30/2001 17 07/18/2001 16 07/03/2001 84 07/02/2001 13 06/26/2001 84 04/20/2001 83 03/23/2001 14 01/31/2001 11 01/19/2001 21 01/18/2001 11 01/18/2001 14 01/18/2001 21 Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Electrical Final Electrical , Final Electrical Interior Lath/Drywall Insulation Rough Combo Shear Panels/HD's Rough Combo Roof Sheathing/Ext Shear Frame/Steel/Bolting/Weldm Ftg/Foundation/Piers Underground/Under Floor Ftg/Foundati on/Piers Frame/Steel/Bolting/Weldm Underground/Under Floor GG - GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG AP ' Rl PA GMR - SEE NOTICE ATTACHED ~~" NS NR SEE NOTICES ATTACHED NR NR AP CO PANEL COVER LOOSE ROMAX @ FAC NR AP AP AP CO 8 IN X SIN OK? IN SHEAR NR AP AP 2ND FLR DIAPHRAM AP PA OK TO COVER LINE TO STREET CONNECTION we WC v AP Monday, February 04, 2002 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 01/31/2002 Permit# CB002914 Title TALLMANRES-5314SF+656SFG Description 258 SF DECKS Sub Type SFD Inspector Assignment GG 2339 PIO PICO DR Lot 0 Type RESDNTL Job Address Suite Location APPLICANT TALLMAN JEFFREY C&PAMELA Owner Remarks Phone 7607205343 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By NA Entered By CHRISTINE Act Comments Associated PCRs Date 01/17/2002 01/10/2002 12/21/2001 12/20/2001 12/12/2001 11/06/2001 10/19/2001 10/09/2001 07/30/2001 07/18/2001 07/03/2001 07/02/2001 06/26/2001 04/20/2001 03/23/2001 01/31/2001 Inspection History Description 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo 89 Final Combo 39 Final Electrical 39 Final Electrical 39 Final Electrical 17 Interior Lath/Drywall 16 Insulation 84 Rough Combo 13 Shear Panels/HD's 84 Rough Combo 83 Roof Sheathing/Ext Shear 14 Frame/Steel/Bolting/Weldmg 11 Ftg/Foundation/Piers Act PA NS NR NR NR AP CO NR AP AP AP CO NR AP AP AP Insp GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG GG Comments GMR - SEE NOTICE ATTACHED SEE NOTICES ATTACHED PANEL COVER LOOSE ROMAX ® FAC SINXSINOK? IN SHEAR 2ND FLR DIAPHRAM CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE DATE ///7/^Z- LOCATION PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TIME A 7 . •""' FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT _ YES BUILDING INSPECTOR CODE ENFORCEMENT OFFICER © TTNSCHEDULED BUILDING INSPECTION DATE _^/?'/"' INSPECTOR"7 7 PERMIT # _d£££l^L PLAN CHECK # JOB ADDRESS DESCRIPTION CODE DESCRIPTION ACT COMMENTS CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE (760) 602-2700 1635 FARADAY AVENUE DATE llfi LOCATION PERMIT-NO & TIME ,_ . 72? La FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT YES BUILDING INSPECTOR CODE ENFORCEMENT OFFICER -CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE (760) 602-2700 1635 FARADAY AVENUE DATE . r~2*TIME LOCATION. PERMIT NO bntli 4*6/4 7 &7p ^ .' V T. FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER!CE-R , ® CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (7go) 60 1635 FARADAY AVENUE TIME LOCATION *m FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 10/19/2001 Permit# CB002914 Title TALLMAN RES-5085 SF+656 SF GAR Description 258 SF DECKS Inspector Assignment GG 2339 PIO PICO DR Lot Type RESDNTL Sub Type SFD Job Address Suite Location APPLICANT TALLMAN JEFFREY C&PAMELA Owner Remarks Phone 7608011578 Inspector Total Time Requested By JEFF Entered By KAREN CD Description 39 Final Electrical Act Comments (L0 Associated PCRs Date 10/09/2001 07/30/2001 07/18/2001 07/03/2001 07/02/2001 06/26/2001 04/20/2001 03/23/2001 01/31/2001 01/19/2001 01/18/2001 01/18/2001 01/18/2001 Inspection History Description 39 Final Electrical 17 Interior Lath/Drywall 16 Insulation 84 Rough Combo 13 Shear Panels/HD's 84 Rough Combo 83 Roof Sheathing/Ext Shear 14 Frame/Steel/Bolting/Welding 1 1 Ftg/Foundation/Piers 21 Underground/Under Floor 11 Ftg/Foundation/Piers 14 Prame/Steel/Bolting/Weldmg 21 Underground/Under Floor Act NR AP AP AP CO NR AP AP AP PA we we AP Insp GG GG GG GG GG GG GG GG GG GG GG GG GG Comments 8INX8INOK? IN SHEAR 2ND FLR DIAPHRAM OK TO COVER LINE TO STREET CONNECTION Jul 01 20 03:59a southbaa consulting 760 73G 3898 P-l SOUTHBAY CONSULTING ENGINEERS 426A PHILLIPS WAY, VISTA, CA 92083 PHONE :(760)726-9500 FAX: (760)726-9898 JULY 3,2001 City of Carlsbad Building Department o f RE. -233£Pfrteo, Carlsbad. CA ,W«H \ Sate Shear Watts, Line 2 using ShearwaKJffiKpn each side, in pur opinion (he confracter may install a 12" x 12" •*-- duct opening as long as th* opening is btockad wrth 4 x D.F, members on all sides and all members on all of the opening shall to edge nailed as per Line 2 using Shearwall Schedule specified. pla«W*ddn6l hesitate to contact our office. Chartes R Dunfiton RCE 11065 01/23/2302 IS.35 805&48S437 TERRY SASH AND DOOR HAbL Ml MARSHALL VINYL WINDOWS, INC, 235 Radio Road Corona, CA 92879-1725 (800) 347-3667 (909) 272-1300 Fax (909) 272-3973 *** ACKNOWLEDGEMENT *** * RE-PRINT * SALES ORDER 203373 00 Bill To 01U60 TERRY LUMBER CO , INC - VEN 1199 E THOMPSON BLVD REPLACEMENT FOR Order Date 1/23/02 Page 1 Ship To 01460 TALLMAN/SERVICE 'VENTURA, Cfl 93001 Phone. 805-648-3667 805-648-6437 'Ship Date/ Purchase Order 2/04/02/ TALLMAN/SERVTCE CA * Non Taxable * DELIVERY DAYS MONDAY - FRIDAY Delv Days Billing Terms Taken By Cust Rep SOCAL . 2% 10, NET 30 MLM CRAIG Description Ordered Dimensions/Options Unit Price Extended Price Attention: You have 2U hours to review and submit changes 1 NEWCASTLE SNGL HNG IGU (REPL ) CALLOUT = 2636 FRAME STYLE: NAIL ON, GLASS TYPE. CLEAR/OBSCURE CLEAR/OBSCURE, DSDS, COLOR. WHITE SH, TOP PANEL, GRID TYPE. MACH WIDE SCULPT__ GRID PATTERT 6M-6M, 6M6M, 6M6M Total Order Amount This order is being processed with the items listed above RrigK and al changes must be entered on this form and returned via FfiX uithan 24 hours of receiving your confirmation Printed 1/23/02 13 55 26 •3 9. •s b5 6 JPN-23-2002 10 32 805646643?P 01 EsGil Corporation In 'Partnership witfi government for $uiG£mg Safety DATE December 14, 2000 a ARPUCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-2914 Rev. No. 1 SET I PROJECT ADDRESS 2339 Pio Pico 0rive PROJECT NAME SFD for Jeffrey 65 Pamela Tallman 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 check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person X] REMARKS DEFERRED TRUSSES. By Abe Doliente Enclosures Esgil Corporation Q GA D MB n EJ D PC 12/7/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 4- San Diego, California 92123 4 (858)560-1468 *• Fax (858) 560-1576 EsGil Corporation In yartnersfiip with government for DATE December 14, 2000 a A££UQANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-2914 Rev. No. 1 SET, I PROJECT ADDRESS 2339 Pio Pico Drive PROJECT NAME SFD for Jeffrey & Pamela Tallman X] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The pfans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check !ist and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporat/on until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person .-• The applicant's copy of the check list has been sent to X] 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 X REMARKS DEFERRED TRUSSES. By Abe Doliente Enclosures Esgil Corporation n GA D MB Q EJ D PC 12/7/00 tmsmUdot 9320 Chesapeake Drive, Suite 208 4- San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Carlsbad OO-2914 Rev. No. 1 December 14, 2OOO VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad 1 PREPARED BY Abe Doliente BUILDING ADDRESS 2339 Pio Pico Drive PLAN CHECK NO 00-2914 Rev. No. DATE December 14, 2000 BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier 1994 UBC Building Permit Fee ^ Reg Mod VALUE ($) 1994 UBC Plan Check Fee Type of Review O Repetitive Fee Repeats CD Complete Review D Structural Only D Other 0 Hourly Esgil Plan Review Fee 8715 Comments DEFERRED TRUSSES. Sheet 1 of 1 macvalue doc EsGil Corporation In Tartnersnip u>itd government for (Bui&tng Safety DATE October 27, 2000 JURISDICTION Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO 00-2914 SET IV PROJECT ADDRESS 2339 Pio Pico Drive PROJECT NAME SFD for Mr. & Mrs. Tallman XI 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 check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Jeff Tallman Telephone # 760/721-6040 Date contacted. 10/27/00 (by Abe) Fax # Mail Telephone Fax In Person REMARKS TRUSSES ARE DEFERRED. By Abe Doliente Enclosures Esgil Corporation GA MB [H EJ PC 10/27/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 4- San Diego, California 92123 4- (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In partnership zVitk government for 'BuiCding Safety DATE; October 25, 2000 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-2914 SET III PROJECT ADDRESS 2339 Pio Pico Drive PROJECT NAME SFD for Mr. & Mrs. Tallman 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 check list and should be corrected and resubmitted for a complete recheck X] The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Jeffrey & Pamela Tallman 2339 Pio Pico Dr, Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Jeff Tallman Telephone # 760/721-6040 Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Abe Doliente Enclosures Esgil Corporation GA MB D EJ PC 10/19/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 Carlsbad 00-2914 HI October 25, 2OOO RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 2339 Pio Pico Drive DATE PLAN RECEIVED BY ESGIL CORPORATION 10/19/00 REVIEWED BY Abe Doliente PLAN CHECK NO 00-2914 SET III DATE RECHECK COMPLETED October 25, 2000 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 Alt 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 Please make all corrections on the original tracings and submit two new sets of prints to THE JURISDICTION'S BUILDING DEPARTMENT B To facilitate rechecking, 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 C 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 D 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 Q No Carlsbad OO-2914 III October 25, 200O 1 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) Architectural sheets must be signed also. 3 On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc ) Additionally, provide the following note on the plans, per Sec 106 3 4 2 "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official" This note was not shown. 7 Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling Section 302 4 Wo response. 14 Provide truss details and truss calculations for this project Specify truss identification numbers on the plans See correction item no 3 20 Provide calculations for FH13, 14, 16 and 17 21 A. Show shear wall type 9 at grid line C, upper level, as called out in the revised calculations. Refer to sheet S3.0 of the plans. 21B. Show shear wall type 13 at grid line D, upper lever as called out in the revised structural calculations. Refer to sheet S3.0 of the plans. 21C. Show shear wall type 13 at grid lines A and B, lower level as called out in the revised structural calculations. Refer to sheet S2.0 of the plans. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project .If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation Thank you EsGil Corporation In ^Partnership lUitd government for 'Bmkfing Safety DATE October 2, 2000 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO. 00-2914 SET II PROJECT ADDRESS 2339 Pio Pico Drive PROJECT NAME SFD for Mr. & Mrs. Tallman 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 check list and should be corrected and resubmitted fora complete recheck X] The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person X] The applicant's copy of the check list has been sent to Jeffrey & Pamela Tallman 2339 Pio Pico Dr, Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted JTc^r<*^~T^v>\A*. Telephone # 760/721-6040 Date contacted w>-Z-o« (by &^) Fax #.&&$ 7Z/- Mail •*•• Telephone Fax*" In Person REMARKS' By Abe Doliente Enclosures Esgil Corporation D GA D MB D EJ Q PC 9/21/00 tmsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Carlsbad 00-2914 II October 2, 2000 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 2339 Pio Pico Drive DATE PLAN RECEIVED BY ESGIL CORPORATION 9/21/00 REVIEWED BY Abe Doliente PLAN CHECK NO • 00-2914 SET: II DATE RECHECK COMPLETED October 2, 2000 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 Please make all corrections on the original tracings and submit two new sets of prints to ESGIL CORPORATION B To facilitate rechecking, 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 C 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 D 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 QNo Carlsbad 00-2914 II October 2, 2000 I 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) 3 On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc) Additionally, provide the following note on the plans, per Sec 106 3 4 2 "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building The deferred submittal items shad NOT be installed until their design and submittal documents have been approved by the building official" 7 Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling Section 302 4 8 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 9 In Seismic Zone 4, each site shall be assigned a near-source factor Identify this value in the soils report and on the plans Section 1629 4 2 10 Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4 Section 1804 5 I1 Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value Section 106 3 3 12 The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that (when required by the soil report) a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report" 13 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 (when required by the soil report) Carlsbad OO-2914 II October 2, 2000 14 Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans See correction item no 3. 15 Show clearance between top plate of interior partitions and bottom chord of trusses (To ensure nonbearing condition between supports as designed) 16 Please show in the calculations how the redundancy was determined, per Section 1630 1 1 17 Specify plywood and/or particle board thickness, grade and panel span rating Table 23-1I-E-1 Revise the index number for the Yz" plywood roof sheatmg to 32/16 on sheet S3 0 18 Show header R-HDR-8, 8A and 8B as called out in the structural calculations Refer to sheet S3 0 of the plans 20 Provide calculations for FH13, 14, 16 and 17 21 Show 36 ft of shear wall type 9 at line B of the lower level as called out in the structural calculations Refer to sheet S2 0 of the plans 22 Provide structural calculations for the studs at the family room. 23 It would be nice if the structural calculations were sequentially numbered for easy reference 26 For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling NEC Art 210-52 (e) This receptacle must be GFCI protected A WP receptacle is not necessarily GFCI protected. 27 Show water heater size, type and location on plans, UPC, Section 501 0 28 In the garage, provide an adequate barrier to protect water heater from vehic/e damage An 18" platform for the water heater does not satisfy this requirement UPC, Section 510.3. 29 Provide a note on the plans In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves. UPC Section 4127 30 The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design Documentation Author must sign the imprinted CF-1R form Carlsbad 00-2914 II October 2, 2OOO The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation Thank you EsGil Corporation In Partnership with Qove-Tumtnt for <BuiC(tinfl Safety DATE August 21, 2000 JURISDICTION Carlsbad a PLAN REVIEWER U FILE PLAN CHECK NO 00-2914 SET I PROJECT ADDRESS 2339 Pio Pico Drive PROJECT NAME SFD for Mr. & Mrs. Tallman 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 check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Jeffrey & Pamela Tallman 2339 Pio Pico Dr, Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed X| Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted tJ^F^-iUM TffurvisM Telephone # 760/721-6040 Date contacted ^7A (by D>) Fax # "\UO. Mail Telephone -- Fax"-" In Person REMARKS By Abe Doliente Enclosures Esgil Corporation D GA D MB D EJ D PC 8/10/00 trnsmtidot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 Carlsbad OO-2914 August 21, 20OO PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 00-2914 JURISDICTION Carlsbad PROJECT ADDRESS 2339 Pio Pico Drive FLOOR AREA Dwelling - 5,083 SF Garage - 656 SF, Decks - 258 SF REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED August 21, 2000 STORIES 2 HEIGHT DATE PLANS RECEIVED BY ESG1L CORPORATION 8/10/00 PLAN REVIEWER Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with the 1998 edition of the California Building Code (Title 24), which adopts 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 OO-2914 August 21, 2OOO Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 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 • PLANS 1 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) Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc ) Additionally, provide the following note on the plans, per Sec 106 3 4 2 "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submitta! documents have been reviewed and that they have been found to be in general conformance with the design of the building The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official" Carlsbad OO-2914 August 21, 2OOO • FIRE PROTECTION 4 Show locations of permanently wired smoke detectors with battery backup a) Inside each bedroom b) Centrally located in corridor or area giving access to sleeping rooms c) On each story d) When sleeping rooms are upstairs, at the upper level in close proximity to the stair e) In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway • NOTE Detectors shall sound an alarm audible in all sleeping areas of the unit Section 3109 1 • GENERAL RESIDENTIAL REQUIREMENTS 5 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 (see exceptions) a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors French doors shall comply b) Doors and enclosures for 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 tnlet c) 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 • EXITS, STAIRWAYS, AND RAILINGS 6 Guardrails (Section 509 1) a) Shall be installed at all unenclosed floor and roof openings b) Shall be installed at balconies or porches more than 30" above grade or floor below c) Shall have a height of 36" d) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B e) Openings between railings shall be less than 4" The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6" Carlsbad OO-2914 August 21, 2000 • GARAGE AND CARPORTS 7 Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling Section 302 4 • FOUNDATION REQUIREMENTS 8 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 9 In Seismic Zone 4, each site shall be assigned a near-source factor Identify this value in the soils report and on the plans Section 1629 4 2 10 Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4 Section 1804 5 11 Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value Section 106 3 3 12 The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that (when required by the soil report) a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report" 13 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 (when required by the soil report) • STRUCTURAL 14 Provide truss details and truss calculations for this project Specify truss identification numbers on the plans See correction item no 3 15 Show clearance between top plate of interior partitions and bottom chord of trusses (To ensure nonbearmg condition between supports as designed) 16 Please show in the calculations how the redundancy was determined, per Section 1630 1 1. Carlsbad 00-2914 August 21, 2OOO 17 Specify plywood and/or particle board thickness, grade and panel span rating Table 23-II-E-1 Revise the index number for the 1/4" plywood roof sheating to 32/16 on sheet S3 0 18 Show header R-HDR-8, 8A and 8B as called out in the structural calculations Refer to sheet S3 0 of the plans 19 Show FB7 and 9 (3-1/2" X 11-7/8" parallam E-2 0) as called out in the structural calculations Refer to sheet S2 0 of the plans 20 Provide calculations for FH13, 14, 16 and 17 21 Show 36 ft of shear wall type 9 at line B of the lower level as called out m the structural calculations Refer to sheet S2 0 of the plans 22 Provide structural calculations for the studs at the family room 23 It would be nice if the structural calculations were sequentially numbered for easy reference • ELECTRICAL (NATIONAL ELECTRICAL CODE) 24 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels If service is over 200 amps, submit single line diagram, panel schedule and load calculations 25 Note on the plans that receptacle outlet locations will comply with NEC Art 210-52(a) 26 For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling NEC Art 210-52 (e) This receptacle must be GFCI protected • PLUMBING (UNIFORM PLUMBING CODE) 27 Show water heater size, type and location on plans UPC, Section 501 0 28 In the garage, provide an adequate barrier to protect water heater from vehicle damage An 18" platform for the water heater does not satisfy this requirement UPC, Section 5103 29 Provide a note on the plans In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves UPC Section 4127 Carlsbad 00-2914 August 21, 20OO • ENERGY CONSERVATION 30 The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design 31 Provide fluorescent general lighting (40 lumens per watt minimum) m kitchen(s) and bathrooms • MISCELLANEOUS 32 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 33 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 Q No a 34 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation Thank you Carlsbad 00-2914 August 21, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Abe Doliente BUILDING ADDRESS 2339 Pio Pico Drive BUILDING OCCUPANCY R-3/U-1 PLAN CHECK NO 00-2914 DATE August 21, 2000 TYPE OF CONSTRUCTION V-N BUILDING PORTION SFD Garage Decks Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA ( Sq Ft ) 5,083 656 258 3,489 5,739 VALUATION MULTIPLIER 8200 2300 1200 300 1 80 VALUE ($) 416,806 15,088 3,096 10,467 445,457 n 199 UBC Building Permit Fee [x] B'd9 Permit Fee by ordinance $ 1,86708 G 199 UBC Plan Check Fee [X] Plan Check Fee by ordinance $ 1,21371 Type of Review [X] Complete Review G Structural Only G Hourly Q Repetitive Fee Applicable G Other Esgil Plan Review Fee $ 970 97 Comments Sheet 1 of 1 macvalue doc 5100 Carlsbad 00-2914 August 21, 2000 VALUATION AND PLAN CHECK FEE REVISED 8/24/00 JURISDICTION Carlsbad PLAN CHECK NO 00-2914 PREPARED BY Abe Doliente DATE August 21, 2000 BUILDING ADDRESS 2339 Pio Pico Drive BUILDING OCCUPANCY R-3/U-1 TYPE OF CONSTRUCTION V-N BUILDING PORTION SFD Garage Decks Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (Sq Ft) 5,083 656 258 3,489 5,739 VALUATION MULTIPLIER 8200 2300 1200 300 1 80 VALUE ($) 416,806 15,088 3,096 10,467 445,457 G 199 UBC Building Permit Fee [X] Bldg Permit Fee by ordinance $ 1,86708 1,832.08 n 199 UBC Plan Check Fee [Xl Plan Check Fee by ordinance $ 1,213 71 1,190.85 Type of Review [X] Complete Review Q Structural Only Q Hourly Q Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 07007 952.68 Comments Sheet 1 of 1 macvalue doc 5100 1 '' -,'J UJ *- U. t lex / I 4 -T- P/rr. - » City of Carlsbad Public Works — Engineering DATE BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER ENGINEERING DEPA O APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements EST VALUE DENIAL Please see Ah& attached report of deficiencies marked witn D lylake necessary corrections to plans or specificatiofTs for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By Date Date Date FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT' Date / &'} ATTACHMENTS LJ Dedication Application LJ Dedication Checklist U Improvement Application LJ improvement Checklist U Future Improvement Agreement U Grading Permit Application D Grading Submittal Checklist LJ Right-of-Way Permit Application Q Right-of-Way Permit Submittal Checklist and Information Sheet L-J Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name David Rick City of Carlsbad Address 1635 Faraday Av, Carlsbad, CA 92008 Phone (760) 6Q2-2781 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 H WORD1 Rev W3IS7 (76O) 602-272O • FAX (76O) 6O2-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN ST 2ND )RD D 1 Provide a fully dimensioned site plan drawn to scale Show North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines Easements Show on site plan Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception Sewer and water laterals should not be located within proposed driveways, per standards 3 Include on title sheet ite address Assessor's Parcel Number egal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION H \WORD\DOCS\CHKLST\BuiWina Plancheck Cklsl Form (Generic) doc ^C 6r $L<*?e. DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No CQf <?<Mfr P<- 1- /r»i r •' 1--1 jJ PJ tTTPb /jcot. Jpft - fi»r G 4b All conditions are in compliance Date DEDICATION REQUIREMENTS G 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ , pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" 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 H \WORD\DOCS\CH KLST^BuiMing Plancfieck Cklsl Form (Generic) doc RD BUILDING PLANCHECK CHECKLIST checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by _ Date _ 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ _ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 1 1 06 030 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) 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 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H \WORD\DOCS\CHKLST\BuiWing Plancheck Cklsl Form (Generic) One BUILDING PLANCHECK CHECKLIST •i ST oND oRD D D D 7d No Grading Permit required Q] Q Q 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D 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, tying into public storm dram, sewer and water utilities ^ Right-of-Way permit required for D 9 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 7153, for assistance Industrial Waste permit accepted by Date D D 10 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 11 fl Required fees are attached (_o <rHc<c uvt Q No fees required WATER METER REVIEW 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service H \WORD\DOCS\CHKLST\B uildii>9 Plancheck Cklbl Form (Genetic) doc 1ST )ND )RD D D D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service and 1 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water H \WORD\DOCS\CHKLST\BuiBino Plancheck Chlsl Farm (Generic) doc BUILDING PLANCHECK CHECKLIST H ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future D D D 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live {sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D D "*3 Additional Comments: H \WORD\OOCS\CHKLST\Buildino Plancheck Cklst Form (Genenc) floe D D ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal Address P|J>Bldg Perm.t No C8 QO- Prepared by 1> fl.\Lt<- Date: 9-Checked by Date EDU CALCULATIONS' List types and square footages for ail uses Types of Use S ^ _ Sq Ft /Units Types of Use Sq Ft /Units APT CALCULATIONS' List types and square footages for all uses Types of Use _ Sq Ft /Units Types of Use Sq Ft /Units EDU's EDU's ADT's ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 1 PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # _ X NO UNITS =$ 2 TRAFFIC IMPACT FEE ADT's/UNITS X FEE/ADT =$ ZONE TRANSPORTATION ADT'S 3 BRIDGE AND THOROUGHFARE FEE (DIST #1 ADT's/UNITS . X FEE/ADT X $10 DIST #2 DIST #3 = S 4 FACILITIES MANAGEMENT FEE UNIT/SO FT 5 SEWER FEE PERMIT No EDU's I BENEFIT AREA ' EDU's ZONE X ( FEE/SO FT /UNIT =$™ 6 SEWER LATERAL ($2,500) D 7 DRAINAGE FEES PLDA ACRES X FEE/EDU DRAINAGE BASIN X FEE/EDU HIGH IV ' '= $. = $. = $ 1 0? ? /LOW X X FEE/AC U<= $ TOTAL OF ABOVE FEES* $ *NOTE This chlculation sheet is NOT a complete list of all fees which may be due Dedications and Improvements may also be required with Building Permits P \OOCS\MISFORMS\FEE CALCULATION WORKSHEET REV 4/29/99 10/31/2000 06:35 FAX 760 438 4178 ENG INSPECTIONS 12)01 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SFTE RELEASE PROJECT INSPECTOR: PROJECT in flfcP HATE- .GRADING PERMIT NQ LOTS REQUESTED FOR RELEASE: 1 3 •&*! ?\O Pifto Jfetfg 0 = INCOMPLETE OR UNACCEPTABLE 1st 2nd. 1. Site access to requested lots adequate and logically grouped. 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter of request for partial release submitted. 5. 8 54" X11" site plan (attachment) showing requested lots submitted. 6. Compaction report from soils engineer submitted. 7. Engineer of Work certification of work done and pad elevations. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Fire hydrants within 500 feet of building combustibles and all weather roads access to site. Partial release of grading for the above stated tots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: Construction Manader SQ I PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Address P io Planner Barbara Kennedy Phone (760) 602- 4626 APN- Type of Project & Use S Net Project Density 3 -DU/AC Zoning R-|-nfSKD/oS General Plan:£iK(nS Facilities Management Zone CFD Circle 6 ne Date of participation Remaining net dev acres. Q (For non-residential development Type of land used created by this permit' ) Legend: [XI Item Complete Environmental Review Required: DATE OF COMPLETION Item Incomplete - Needs your action YESVNOTYPE Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval: : Discretionary Action Required1 APPROVAL/RESO NO. PROJECT NO. CDP^-lfr OTHER RELATED CASES YES V NO DATE \i*/ TYPE C DP /HOP Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval CH CH Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES CA Coastal Commission Authority? YES N0_ NO If California Coastal Commission Authority Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1 725, (619) 521-8036 Determine status (Coastal Permit Required or Exempt) f^ift <j / Av)p/-cyt:c* . Coastal Permit Determination Form already completed? YESY NO If NO, complete Coastal Permit Determination Form now -. Coastal Permit Determination Log #: ^Sl> Follow-Up Actions1 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed H \ADMIN\COUNTER\BldgPlnchkRevChklst n n D D D D Inclusionary Housing Fee required. YES y _ NO _ (Effective date of Inclusionary Housing Ordinance - May 21,1 993 ) Data Entry Completed? YES V NO _ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE'! Site Plan: PUflSe. fWdc *- s»" pl«*> -^wiAx fc^ ^iAt 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines 2 Provide legal description of property and assessor's parcel number. Zoning: 1 Setbacks: Front- Interior Side: Street Side Rear Required ; Required Required Required ^\0^ Y\teA fa piWtck, &. &i-k O\C 2 Accessory structure setbacks (O/ Front: Required Interior Side: Street Side- Rear' Structure separation: 3. Lot Coverage: 4.' Height 5 Parking. Spaces £ Guest Spaces Additional Comments-2- s Required Required Required Required Required 4 t " Required t Required Required OC S i ^V-£.c t^n *\ ; &tictj4 W >TK. > •*K lY\J J>i/OfloXCci c«>Oifi.tAo/\5 OVTVr-v . ^TTV^Wif ,eU^c^ r*-- lL/£3£ p/TNid^P €»i-**- 0\A^- / S«c "VV-c'V- H- VIA VA^\ /H *^> 20 Shown -20' /o1 Shown )n' Shown 2o' Shown >3ro' ,- 'A Shown Shown Shown Shown Shown -0% vn>JL Shown / /(,1 - • - ' ***" mf~ —- - bO ^<LV Shown * So1 Q_ Shown 3. Shown* a ?"u^.^4^^^rh-.t UASt ^*. '-pp-xvc^ draw.^ yv^ " 4o. KKfef Ko ^ .1 -\ ^sA-b-Lct * u^h ^ , i_ !-*«• ^(A* /^*ir t*^ v *"TV\ A P\(JUui - T^^P StO^y- ••*£ 'TO OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER J 0 o-f 0 DATE ^^*> /<n> H \ADMlN\COUNTER\BldgPlnchkRevChklst Jeff & Pam Taliman, owner/builders 2339 Pio Pico Drive Carlsbad, CA 92008 Off 760-721-6040 Fax: 721-4844 Hm 720-5343 Friday, October 27, 2000 -TRANSMITTAL- David Rick, City of Carlsbad Community Development 1635 Faraday Ave Carlsbad, CA, 92009-1576 David Please find attached the noted corrections to your Transmittal dated October 19, 2000 Item 2 -C 1) equals sewer and water access area within the private easement, 2) pump station to be installed adjacent to house within east proeprty line setback 3) full plans and specs to conform with all city ordinances, all plans and specs to be provided on deferment based on Sec 106 3.4.2 and the related stickynote shown on Cover Sheet of plans Item 3 -B & C Noted the update of the correct legal on Cover Sheet to plans; all future documents will reflect the new legal APN# Item 4-a 1) Made notes on Roof Plan - A 3 0 of the plans and ammended notes to Cover Sheet - CO 0 of plans to reflect downspout locations and storm dram pipe locations and out- flow for all drainage to street 2) See attached "NIA" signed and notarized. Item 7-c I spoke to Joe McMahan at 602-2780 ext 7312 on Thursday Oct 26 '00 He tells me he forewarded the "Pad Cert" the week before to the engineering department. We visited the engineering desk by phone and in person and Joanne nor Kathy could find it Please call Joe to get another copy In conclusnon, Esgil Corp has approved all building issues, with the enclosed for your corrections, we should be ready for permits'H (finally) Call if you have any questions Committed to Excellence, Jeff & Pam Taliman, owners City of Carlsbad Public Works — Engineering DATE BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER ENGINEERING DEPA EST VALUE APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this , report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please see ,-ths attached report of deficiencies marked witn D Ijlake necessary corrections to plans or specificatrotis for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By <j By Date Date Date /Q//y-c^ By FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILPING PERMIT- Date- ATTACHMENTS LJ Dedication Application L-1 Dedication Checklist LJ Improvement Application U Improvement Checklist LJ Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name David Rick City of Carlsbad Address 1635 Faraday Av, Carlsbad. CA 92008 Phone (760) 602-2781 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 (760) 6O2-272O • FAX (760) 6O2-8562 BUILDING PLANCHECK CHECKLIST 1STX W jND gRD D SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines Easements 2/ Show on site plan Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service s) tnat serves tne project Each unit requires a separate service, however, cond dwelling units and apartment complexes are an exception Sewer and water laterals should not be located within proposed driveways, per standards. 3 Include on title sheet ite address ssessor's Parcel Number 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 H IWORDlDOCS^CHKLSTTflulWing Plancfteck CMsl Form (Generic) doc BUILDING PLANCHECK CHECKLIST |ST 2 ND 3RD DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No CQf <yM» > fc Eero H£?> - C**dK^ 25- t sw coT?Wt—MT-'I^-^ -A£&£^*43-JU-^/»J CI O 4b All conditions are in compliance Date DEDICATION REQUIREMENTS O O 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 >lt^\*i** ^or remode's Wlth a va'ue at or exceeding $ , pursuant to Carlsbad j- . " Municipal Code Section 1840030 f ** Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz" 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 H WORD\DOCS\CHKl.ST\Bui(flinQ PU-Kfieck Cklsi Form (Genenc) Ooc BUILDING PLANCHECK CHECKLIST 1ST D 2ND D jRD D D D D checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or * current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D D 6c Enclosed please find your Future Improvement Agreement agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date Please return 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 D D D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) 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 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required Plan Check Correction Response List Project Address: 2339 Pio Pico Drive Plan Check No. 00-2914 Plan Check Date- October 2, 2000 1 Plans and calcs. Signed 3 Note added See sheet CO.O, Sheet Index, under Note 7 Doors tagged See sheet A1 0, Floor Plan 12 See sheet S1.0, under Foundation Notes, note #1 13 Acknowledged 14 See sheet SD1 0, Truss Layout and see attached truss calculations 15 See sheet SD1 0, detail #10 16 See structural calculations 17 See sheet S3 0 18 Headers are shown See sheet S3 0, Roof Framing Plan 20 See structural calculations 21 See structural calculations 22 See structural calculations 23 Acknowledged 26 In the symbol legend under the WP receptacle description it states, "WEATHERPROOF GROUND FAULT INTERUPTED OUTLET" 27 See sheet A1 0, Floor Plan and keyed note #49 28 Water heater is not in the line of dnve for possible vehicle damage 29 See sheet AO 1, under Plumbing, note #7 30 Jeff & Pam Tallman, owner/builders 2339 Pio Pico Drive Carlsbad, CA 92008 Off 760-721-6040 Fax: 721-4844 Hm 720-5343 - Memorandum - Date: Thursday, September 14, 2000 To: City of Carlsbad Barbara Kennedy, Planning - David Rick, Engineering, From: Jeff Tallman Subject: Plan Check Barbara Kennedy - Thank you for your patience and input over the last week or so Here are the plan corrections as requested Site Plan: Item #1 - revised site plan included New footprint reflects modifications to the west and south sides of the residence Zoning: Item #1 - Footprint, no changes were made to the north side at the rear near the slope or open space It meets the set backs as approved at Coastal and Council approvals last year and as discussed on Wednesday 9/13/00 Item #4 - We eliminated the small area of flat roof and replaced it with hip roof system reflective of the rest of the building Height requirements meet the 30 ft allowed Item #5 - We moved the first two garage spaces out and increased clearances to meet your noted code requirements and added the apron to the front of the garages Additional Comments - As discussed Wed 9/13/00, no changes were made to the rear setbacks We are still in compliance to the approved site plan from Coastal and Council approvals in Dec of 1999 David Rick - Thank you for your continued support in all areas of my project As discussed all items noted on your plan corrections "Securities and Agreements Submittal Checklist" were submitted and approved by Skip during your vacation absence The only remaining item to be prepared and signed would be the "NIA". You indicated you would request that a couple weeks back Let me know when it is ready and Pam and I will get it signed and notarized and returned immediately Update - all grading is nearmg completion Slope landscaping and retainer walls begin today and should be complete by the end of next week In closing: I will be on vacation from Sat, Sept 16 thru Wed , Sept 27 I will have my cell phone with me at all times to monitor business calls It is a national service and I expect to be in metro areas and should have service - 760-801-1578 If either of you have any questions of the draftsman or structural engineer, here are their # s Brandon Bowden CAD Solutions off 760-730-9003 cell 760-715-2304 Rashme Bhatt SouthBay Engineering off 760-726-9500 pgr 760-901-6006 Committed to Excellence, Jeff Tallman CITY OF CARLSBAD SECURITIES AND AGREEMENTS SUBMITTAL CHECKLIST CfTY PROJECT NOT" DP9^/# CITY PROJECT NAME CITY DRAWING MO.?>%$-/A CFTY PROJECT PLANCHECKER He.//Yti PLEASE NOTE: THIS CHECKLIST SHOULD BE flEWEWED Pfl/OR TO EXECUTION OF DOCUMfitfKjTHWStOTE THE T/MELV PROCESSING OF SECURITIES AND AGREEMENTS FOR DEVELOPMENT PROJECTS TO/WE C/7Y. THOSE SUBMITTING SECURITIES AND AGREEMENTS TO THE CITY OF CARLSBAD SHOULD CHECK THEIR DOCUMENT PACKAGES FOR COMPLETENESS AND COMPUANCETO THE FOLLOWING CHECKLIST BEFORE SUBMITTAL TO THE CITY. THE APPLICANTS INITIALS ON ALL BLANK SPACES BEFORE EACH ITEM IS REQUIRED BEFORE ACCEPTANCE OF THE DOCUMENTS AT THE ENGINEERING COUNTER. REVISIONS TO SOME AGREEMENTS AND SECURITY FORMS MAY OCCUR. IT MAY BE NECESSARY FOR NEW AGREEMENTS OR SECURITY FORMS TO BE USED INSTEAD OF THE AGREEMENTS OR SECURITY FORMS INCLUDED IN THIS PACKAGE. IN ADDITION, DOCUMENTS HELD BY THE DEVELOPER FOR EXTENDED PERIODS OF TIME MAY BE SUBJECT TO UPDATING BY THE CITY DUE TO CHANGES IN UNIT PRICES OR PLANS. PROMPTNESS OF EXECUTION AND RETURN OF THE DOCUMENTS TO THE CITY IS HIGHLY ADVISABLE. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT THE CHY PROJECT PLANCHECKER AT 438-1161, EXTENSION GENERAL _ (A) USE SPECIALLY SEALED ORIGINAL DOCUMENT PREPARED BY CITY. REPRODUCTIONS OF THESE DOCUMENTS FOR ORIGINAL USE IS NOT ACCEPTABLE (B) ATTACHMENTS TO AGREEMENTS I.E EXHISfTS 'A' ETC MUST BE IN PLACE ~ (Q OTHER _^^___ .... SIGNATURES^- , (A) IF SIGNING FOR A CORPORATION, A RESOLUTION OF THE BOARD OF DIRECTORS AUTHORIZING THE PERSON TO EXECUTE DOCUMENTS FOR THE ENTITY IS NECESSARY UNLESS BOTH THE PRESIDENT OR VICE PRESIDENT AND THE SECRETARY OR ASSISTANT SECRETARY SIGN (CIVIL CODE SECTION 1190 AND 1190 1) (B) WHEN EXECUTING AGREEMENTS AND FORMS. THE PERSON SIGNING THE DOCUMENT MUST INDICATE WHAT ENTITY THEY ARE SIGNING FOR AND IN WHAT CAPACFTY THEY ARE SIGNING EXAMPLE' MARY DOE, PRESIDENT OF GREEN ACRES CORPORATION AND JOHN SMITH. SECRETARY OF GREEN ACRES CORPORATION. AS GENERAL PARTNER FOR SUNSHINE UMfTED PARTNERSHIP (C) SIGNATURES OF THOSE EXECUTING DOCUMENTS MUST BE CONSISTENT THROUGHOUT THE DOCUMENT ~ (D) SIGNATURES SHOULD BE ORIGINAL AND PREFERABLY IN PERMANENT BLACK INK. (E) SIGNATURES SHOULD BE THE SAME AS THE NAME PRINTED OR TYPED INCLUDING THE INCLUSION OR DELETION OF MIDDLE iNfTtAL OR MIDDLE NAME (USE FULL FfRST AND LAST NAME) _ (D) OTHER ____ __ NOTARY CERTIFICATES (A) DATE OF NOTARIZATION MUST EITHER BE THE SAME AS THE EXECUTION DATE OR SOME DATE AFTER THE EXECUTION DATE (NOTARIZATION OF AN AGREEMENT EXECUTION IS NOT POSSIBLE PRIOR TO THE AGREEMENT BEING SIGNED) (B) CERTIFICATE MUST BE IN ON ALL-PURPOSE ACKNOWLEDGEMENT (CIVIL CODE 1188) " (C) NOTARY TO CHECK BOXES WHICH APPLY I E 'PERSONALLY KNOWN TO MP OR 'PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE1 (D) NOTARY STAMP. PREFERABLY IN BLACK INK, TO BE LEGIBLE AND BE IN A CLEAR AREA NOT IN CONFLICT WTTH OTHER WORDINGS IN CERTIFICATE OR DOCUMENT (E) NOTARY COMMISSION TO BE CURRENT AND NOT EXPIRED " (F) ALL NOTORA1L CERTIFICATES MUST BE ON BY,' XIV SIZE PAPER DOCUMENT NOT AON BW X 1V SHEETS MUST BE ACCOMPAINED BY $3 00 PER SHEET _ (F) OTHER DOCUMENT FORMAT (A) NO CHANGES TO ORIGINAL DOCUMENTS PREPARED BY CfTY " (B) FORMAT USED IN DOCUMENT MUST BE THE MOST RECENT REVISION APPROVED BY THE CITY ATTORNEY " <C) OTHER . • SEE REVERSE SIDE - PAGE- 1 OF 2 P \OOCS\CHKLST\SECAGR CHK REVISION DATE 12/29/93 SECURITIES AND AGREEMENTS SUBMITTAL CHECKLIST BONDS INSURANCE OR SURETY COMPANIES SECURING OR INSURING ANY OBLIGATION OR RISK OF WHICH THE OTY 13 A BENEFICIARY OR AN ADDITIONAL INSURED SHALL MEET THE FOLLOWING MINIMUM STANDARDS (A) AUTHORIZATION TO CONDUCT THE BUSINESS OF INSURANCE, OF A TYPE REQUIRED BY THE TRANSACTION. IN THE STATE OF CAUFORN WAS EVIDENCED BY A USTING DONE BY THE STATE INSURANCE COMMISSIONER FOR LIABILITY INSURANCE. THE CfTY MAY ACCEPT A SURPLUS LINE CARRIER PROVIDED THE CTTY IS FURNISHED WTTH A COPY OF A SURPLUS UNE CARRIER AFFIDAVIT. (B) A RATING IN THE LATEST AVAILABLE 'BESTS KEY RATING GUIDE" OF 'A' OR BETTER AND A FINANCIAL SEE OF $10 MILLJON (CURRENTLY CLASS V) OR BETTER IF A COMPANY IS NOT RATED BY BESTS OR DOES NOT POSSESS SUFFICIENT YEARS OF EXPERIENCE TO BE RATED, THE CITY ATTORNEY AND CfTY MANAGER MAY APPROVE SUCH COMPANY IF fT PRODUCES SUFFICIENT EVIDENCE THAT rTS FINANCIAL RESPONSIBILITY AND PERFORMANCE CAPABILITY IS EQUAL TO OR BETTER THAN THE BESTS RATING REQUIREMENT (O NO BLANKS LEFT UNCOMPLETED LE, BOND NUMBER SURETY COMPANY, SURETY COMPANY ADDRESS THE 'DATE OF AGREEMENT HOWEVER SHOULD BE LEFT BLANK. (D) PROPER SIGNATURES, NOTARY CERTIFICATES, AND DOCUMENT FORMAT PER SECTIONS 2, 3 AND 4 ABOVE (E) NO 'DATE OF EXPIRATION* OR 'PREMIUM PERIOD- TO BE SHOWN ON THE BOND CITY REQUIRES SECURfTlES TO BE RENEWABLE AUTOMATICALLY. (F) BOND SHOULD BE ACCOMPANIED BY FULLY SIGNED AND NOTARIZED AGREEMENT I.E 'GRADING AND EROSION CONTROL AGREEMENT FOR GRADING AND 'SUBDIVISION AGREEMENT OR •DEVELOPMENT AGREEMENT FOR PUBUC IMPROVEMENTS. (G) CORPORATE RESOLUTION SHOWING CURRENT POWER OF ATTORNEY WITH CORPORATE SEAL ATTACHED (ONE ORIGINAL MUST ACCOMPANY EACH SUBMrTTAL.) (H) OTHER LETTER OF CREDIT HOC) t (A) FOLLOWS CfTY-S BOILERPLATE WORDING AND FORMAT WORD FOR WORD ON BANK'S LETTERHEAD OR OTHER OFFICIAL PAPER. f {B) SUBMITtTHE TWO & MOST RECENT BANK QUARTERLY REPORTS AND ONE (1J MOST, RECENT BANK ANNUAL REPORT"COMMERCIAL BANKS, SAVINGS BANKS, AND SAVINGS AND LOAN ASSOCIATIONS MI^^TI^W NET WORTH TOTAL ASSET FtATIO OF 3* (TOTAL REGULATORY NET WORTH DIVIDED BYTOTAi! ASSETS)," AND MUST HAVE HAD A POSmVE NET EARNINGS FOR THE LAST REPORTING PERIOD, . . ' (C) -> SIGNATURES QR AUTHORIZED BANK AGENTS SHOULDHAVE THE: PRINtED NAMES UNDER THE SIGNATURES AND MUST•COMPLY TO,THE SIGNATURE REQUIREMENTS USTED ABOVE ON FTEM NUMBER Z f (D) AN 'APPROVED AS TO FORM- * RONALD R BALL. CITY ATTORNEY BY , DEPUTY OTY ATTORNEY- MUST BE TYPED AND INCORPORATED ON THE DOCUMENT (E) AN 'INSTTTUTION APPROVED BY _ USA HILDABRAND. FINANCE DIRECTOR1 MUST BE TYPED AND INCORPORATED ON THE DOCUMENT (F) NO 'DATE OF EXPIRATION' OR 'PREMIUM PERIOD' TO BE SHOWN ON THE LOG CfTY REQUIRES SECURITIES TO BE RENEWABLE AUTOMATICALLY (G) LOC SHOULD BE ACCOMPANIED BY FULLY SIGNED AND NOTARIZED AGREEMEhfT I E f •GRADING AND EROSION CONTROL AGREEMEWt^ FOR GRADING AND 'SUBDIVISION AGREEMENT OR •DEVELOPMENT AGREEMENT FOR PUBLIC IMPROVEMENTS (H) OTHER „ _^_____ "AGREEMENTS (A) AU BLANK UNES SHOULD BE COMPLETED (PREFERABLY TYPED) WFTHTHE EXCEPTION OF THE'DATE OF AGREEMENT UNE ON THE FIRST PAGE OF THE AGREEMENT THE 'DATE OF AGREEMENT WILL BE COMPLETED BYTHE CfTY CLERK NOT THE OWNER/APPUCANT (B) PROPER SIGNATURES. NOTARY CERTIFICATES AND DOCUMENT FORMAT PER SECTION 2, 3 AND 4 ABOVE (C) OTHER __^__ CASH SECURmyPEPOSfTS (A) COMPLETED IRS W-9 FORM FORM TO BE COMPLETED BY APPUCANT IN SAME MANNER AS ALL IRS TAX DOCUMENTS PAGE: 2 OF 2 P \DOCS\CHKLST\SECAGR CHK STRUCTURAL CALCULATIONS FOR NEW RESIDENCE FOR JEFF AND PAM TALLMAN 2339 PIO PICO DRIVE CARLSBAD, CA 92008 CONTENTS _^ BY: SOUTHBAY CONSULTING ENGINEERS 426A PHILLIPS WAY VISTA, CA 92083 (760) 726-9500 FAX (760) 726-9898 1 DESIGN LOADS 2 VERTICAL LOAD ANALYSIS (ROOF). , . 3 VERTICAL LOAD ANALYSIS (FLOOR).. 3 SEISMIC ANALYSIS (FRONT TO BACK) 4 SIESMIC ANALYSIS (SIDE TO SIDE) . . .. 5 SHEARWALL SCHEDULE STRUCTURAL STANDARDS 1 LUMBER' D.F. #2 MINIMUM UNO. 2 HARDWARE, SIMPSON STRONG Tig UNO 3 CONCRETE. 2,000 P S.I @ 28 DAYS 4 MORTAR & GROUT (fc) = 1,500 P S I. 5 STEEL 24,000 P S,l (Fy=40,000 P S I 6 MACHINE BOLTS 325A GRADE PAGE1 PAGES 1-6 PAGES 1-5 PAGES 1-12 PAGES 1-12 PAGE1 NOTE: LARGER STRUCTURAL MEMBERS MAY BE SUBSTITUTED FOR THOSE SHOWN ON THE PLAN FOR ARCHITECTURAL REQUIREMENTS. THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY STRUCTURAL CHANGES TO THESE PLANS WITHOUT EXPRESS PRIOR WRITTEN APPROVAL OF THE SAID ENGINEER THE SIGNING ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE OR FAILURE OF THE EXISTING STRUCTURE OR DESIGN STRUCTURE FAILURE OR DAMAGE CAUSED BY THE EXISTING STRUCTURE PROJECT:RESIDENCE FOR: JEFF & RAM TALLMAN 2339 PIO PICO CARLSBAD, CA 92008 5/25/00 ROOF LOADS (CONG. TILE1 CONC TILE 1/2" CDX PLYWOOD ROOF TRUSSES @ 24" O C 1/2" GYP BOARD INSUUMISC DESIGN LOADS EXTERIOR WALL LOADS 1000 PSF 1 50 PSF 3 00 PSF 2.50 PSF 1 00 PSF DL LL (4 12 PITCH) ROOF LOAD FLOOR LOADS 3/4" T & G PLYWOOD 2XORTJI 16" OC 1/2" GYP BOARD MISC/INSUL DL LL 18 00 PSF 16 00 PSF 34 00 PSF 3 00 PSF 3 00 PSF 2 50 PSF 1 50 PSF 1000 PSF 40 00 PSF 7/8" STUCCO 2X4@16"OC 1/2" GYP BOARD INSUL/MISC 1000 PSF 1 50 PSF 2 50 PSF 1 00 PSF EXT WAUL LOAD 15 00 PSF INTERIOR WALL LOADS 2-1/2" GYP BOARD 5 00 PSF 2X4 @ 16" OC 1 50 PSF INSUL/MISC 1 50 PSF INT WALL LOAD 8 00 PSF 50 00 PSF /2_**» ' fc*j+*ft ^4 ' UltJ-1 Cr- £, X C Fu- l^-v 4- ~F- i* •+ /?6 ^1 <£. R- HDR 1 ROOF INT WALL EXT WALL FLOOR BALCONY SPAN = Fv Fb - E R-HDR2&5 ROOF INT WALL EXT WALL FLOOR BALCONY SPAN = Fv = Fb E R- HDR 3.4 & ROOF INT WALL EXT WALL FLOOR BALCONY SPAN = FV = Fb E R.-.HDR6 ROOF INT WALL EXT WALL FLOOR BALCONY SPAN = Fv = Fb E = 200 FT - 000 FT = 300 FT = 000 FT ~ OOP FT = 7 00 PSI 93 00 PSI 925 00 PSI 1700000 PSI 15 00 FT = 000 FT - 1 00 FT = 000 FT = OOP FT = 6 00 PSI 95 00 PSI 925 00 PSI 1700000 PSI 15 5 00 FT = 000 FT = 000 FT = 000 FT = 0.00 FT = 500 PSI 85 00 PSI 925 00 PSI 1700000 PSI 700 FT = 000 FT ~ 200 FT = 000 FT = 0.00 FT = 10 00 PSI 95 00 PSI 925 00 PSI 1700000 PSI PSI 6800 DEF 000 MX 4500 0 00 REQ'D,A= 0.00 SX= 11300 ! = 023 IN MAX 8305 50 IN # 5 43 IN A2 < 8 88 IN A3 < 15 39 INM < t>~ 550 d= 550 3025 INA2 31 S9 1N*3* 76 26 IN M USE 6X6 D.F. #2 OR BETTER PSI 51000 DEF 000 MX 1500 0.00 REQ'D,A= 0.00 SX= 525 00 I = 0 20 IN MAX 28350 00 IN # 19 88 IN A2 < 30 65 IN A3 < 45 03 INM < b* 350 d* 725 25 38 IN A2 30 66 IN A3 111 15 INM USE 4 X 8 D F. #2 OR BETTER PSI 170 00 DEF 000 MX 000 0 00 REQ'D,A= OOP SX= 17000 !- 017 IN MAX 6375 00 IN # 5 93 IN A2 < 6 89 IN A3 < 8 44 IN M < b= 350 d» 350 1225 INft2 715 !NA3 1251 INM USE 4 X 4 D F. #2 OR BETTER PSI 238 00 DEF. 000 MX 3000 0 00 REQ'D,A= 0.00 SX= 268 00 I = USE 4X10 D.F 050 IN MAX 40200 00 IN # 17 90 IN A2 < 43 46 IN A3 < 70 94 IN M < b= 350 d- 925 « OR BETTER 32 38 IN "2 4991 INA3 230 84 IN M PROJECT; TALLMAN RESIDENCE 2339 PIO PICO DRIVE CARLSBAD, CA 92008 4/25/00 SIMPLE BEAM WITH POINT LOAD ROOF BEAM 2 p = lw = Fv = Fb = r- __ 2060 00 LBS 204,00 PLF 1400 FT 6 00 FT 6 00 FT DEFLN = 0 56 IN MAX MXMOM= 14649600 IN/# REQ A= 25 93 IN A2 REQ SX= 11269 IN *3 REQ. I = 612 73 in M 95 00 PSI 1300.00 PSI 1700000 00 PSI 63 25 IN A2 121 23 IN A3 697 07 IN M 5$Q in 11 50 in USE:6X12 P.P. SELECT_STRUCT yERTlCALLOAD ANALYSIS PROJECT,TALLMAN RESIDENCE 2339 PIO PICO DRIVE CARLSBAD, CA 92008 DATE 4/25/00 TILE ROOF * FLOOR LOAD = STAIRS = 3400 5000 000 EXT WALL INT WALL' DECK = 1500 800 7000 FLOOR MEMBERS F-HDR (FLOOR HEADER), F-BM (FLOOR BEAM). ETC F - JOIST TYPICAL ROOF INT WALL EXT WALL FLOOR DECK SPAN = Fv = Fb E = F - HDR 1 ROOF INT WALL EXT WALL FLOOR DECK SPAN a Fv Fb E 000 FT = 0 00 FT = 000 FT = 1 33 FT = OOP FT = 1950 PSI 95 00 PSI 115000 PSI 170000000 PSI 11 00 FT = 000 FT = 900 FT = 1 00 FT = OOP FT = 6 00 PSt 95 00 PSI 925 00 PSI 1700DDO PSI PSI 000 000 000 8650 0.00 6650 USE. PSI 37400 000 13500 5000 OOP 55900 USE DEF MX REQ'D,A= sx= l = 065 IN MAX 37929 94 IN # 9 25 JN A2 < 32 98 IN A3 < 195 79 IN A4 < b= 1 50 d= 1 1 25 1688 IN 31 64 IN 17798 IN 1 1 7/8 TJI PRO 250 <® 1 6" O.C DEF MX REQ'D,A= SX= i ^ 4X10DF 0 20 IN MAX 3018600 IN # 19 68 IN A2 < 32 63 IN *3 < 47 94 IN M < b= 350 Cl= 925 #2 OR BETTER 32 38 IN 4991 IN 230 84 IN F - HDR 2 ROOF INT WALL EXT WALL FLOOR DECK 2 00 FT = 000 FT = 11 00 FT = 600 FT a OOP FT = PSI 68 PP DEF 000 MX 16500 300 00 REQ'D(A= OOP SX* 533 00 I = 0 22 IN MAX 33778 88 IN # 20 86 IN "2 « 30 03 IN A3 < 58 12 IN M < 32 38 IN A2 4991 INA3 230 84 IN M SPAN = Fv = 6 50 PSI 95 00 PSI 112500 PSI 1700000 PSI d= 350 925 USE 4X10D F #1 OR BETTER F - HDR 3 ROOF INT WALL EXT WAU. FLOOR DECK SPAN = Fv = Fb E F-HDR4 ROOF INT WALL EXT WALL FLOOR DECK SPAN = Fv = Fb c — P. -HDR 5 ROOF INT WAUL EXT WALL FLOOR DECK SPAN = Fv = Fb E F-.BMA ROOF INT WALL EXT WALL FLOOR DECK SPAN = FV = Fb E - 7 00 FT = 000 FT = 10 00 FT - 500 FT = 0.00 FT - 3 00 PS1 95 00 PSI 925 00 PSI 1700000 PSt 000 FT = 000 FT = 400 FT = 000 FT = 400 FT = 9 00 PSI 95 00 PSI 102500 PSI 1700000 PSI 000 FT = 000 FT = 400 FT = 0 00 FT = 2 00 FT = 9 00 PSI 95 00 PSI 1025 00 PS! 1700000 PSI 7 00 FT * 000 FT = 900 FT = 8 00 FT = 400 FT = 21 00 PSt 290 00 PS! 2900 00 PSI 2000000 PSI PSI 238 00 DEF 0.00 MX 15000 250 00 REQ'DA* 0.00 SX= 638 00 1 ~ 010 IN MAX 861300 IN # 10 49 IN A2 < 931 INA3 < 6 84 IN M < b= 350 d= 550 1925 INA2 1765 INA3 48 53 IN A4 USE 4 X 6 D F #2 OR BETTER PSI 0 00 DEF 000 MX SO 00 0 00 REQ'D,A= 260.00 SX= 340 00 I = USE 4X10DF PSI 0 00 DEF 000 MX 6000 0 00 ReQ'D,A= 14&20. SX* 200 00 1 = USE 4 X 10 D F PSI 238 00 DEF 000 MX 13500 400 00 REQ'D,A= 280.00 SX* 105300 l = 0 30 IN MAX 4131000 IN # 20 02 (N A2 < 40 30 IN *3 < 98 42 IN M < b= 350 d= 925 #1 OR BETTER 0 30 IN MAX 24300 00 IN # 12 30 IN A2 < 23 71 IN *3 < 57 89 IN A4 < b= 350 d= 725 #1 OR BETTER 1 05 IN MAX 696559 50 IN # 49 02 IN "2 < 240 19 IN A3 < 219416 1NM < b= 525 ds 18 00 32 38 IN A2 4991 INA3 230 84 (N "4 25 38 IN "2 30 66 IN *3 111 15 IN M 94 SO IN A2 283 50 IN A3 2551 50 IN M USE 5 1/4" X 18" PARALLAM E*2,0 F-HDR6_ ROOF INT WALL EXT WALL FLOOR DECK SPAN * Fv Fb E F - HDR 7 ROOF INT WALL EXT WALL FLOOR DECK SPAN = FV = Fb E F.BM2 ROOF INT WALL EXT WALL FLOOR DECK SPAN = Fv = Fb E F.-.HDR8 ROOF INT WALL EXT WALL FLOOR DECK SPAN = Fv - Fb E 12 00 FT = 000 FT a 900 FT = 8 50 FT = 0.00 FT = 9 00 PS) 95 00 PSI 1025 00 PSI 1700000 PSI 5 00 FT = 000 FT = 900 FT = 1 00 FT = 0.00 FT = 300 PSI 95 00 PSt 925 00 PSI 1700000 PSI 0 00 FT = 000 FT = 000 FT = 11 00 FT = 0.00 FT = 11 00 PSI 95 00 PSI 925 00 PSI 1700000 PSI 1 1 00 FT a 000 FT = 9 00 FT = 3 00 FT = OOP FT « 4 00 PSI 95 00 PSI 925 00 PSI 1700000 PSI PSI 408 00 DEF 000 MX 13500 425 00 REQ'D,A- 0,00 SX= 968 00 I = USE 6X12D.F PSI 17000 DEF 000 MX 13500 50 00 REQ'D.A= OOP SX= 355 00 1 - USE 4 X 6 D F PSI 0 00 DEF 000 MX 000 550 00 REQ'D,A= 0.00 SX« 550 00 I = 0 30 IN MAX 11761200 IN # 54 13 IN A2 < 114 74 IN A3 < 280 19 IN A4 < b= 550 d= 11 50 #1 OR BETTER 0 10 IN MAX 4792 50 IN # 5 84 IN A2 < 518IN*3 < 381 INM < b= 350 d= 550 #2 OR BETTER 0 37 IN MAX 99825 00 IN # 39 44 IN A2 < 107 92 IN A3 < 290 67 IN M < b= 55P d= 1150 63 25 IN A2 12123 INA3 697 07 IN A4 1925 INA2 1765 IN*3 48 53 IN M 63 25 IN A2 121 23 IN *3 697 07 IN M USE 6X12DF #2 OR BETTER PSI 374 00 DEF 000 MX 13500 15000 REQ'D,A= OOP SX= 659 00 1 = USE 4 X 8 0 F 0 13 IN MAX 1581600 IN # 10 04 IN A2 < 17 10 IN A3 < 16 75 IN A4 < b= 350 d= 550 tf 2 OR BETTER 1925 INA2 1765 INA3 48 53 IN A4 F-HDR10 ROOF INT WALL EXT WALL FLOOR DECK SPAN = Fv = Fb E B F-HDR11 ROOF INT WALL EXT WALL FLOOR DECK SPAN - Fv = Fb E F - BM 3 - 6 ROOF INT WALL EXT WALL FLOOR DECK SPAN = Fv Fb E - F-HDR12 ROOF INT WALL EXT WALL FLOOR DECK SPAN = Fv * Fb E 700 FT = 000 FT = 9 00 FT = 600 FT = 0.00 FT » 10 50 PSI 95 00 PSI 130000 PSI 1700000 PSI 1600 FT = 000 FT = 900 FT = 700 FT = OOP FT = 6 50 PSI 95 00 PSt 1025 00 PSI 1700000 PSI 000 FT = 900 FT = 000 FT = 900 FT = OOP FT = 1000 PSI 95 00 PSI 112500 PSI 1700000 PSI 1600 FT = 0 00 FT = 000 FT = 8 00 FT - OOP FT s 6 50 PSI 95 00 PSt 925 00 PSI 1700000 PSI PSI 238 00 DEF 000 MX 13500 300 00 REQ'D,A« 0.00 SX= 673 00 I ~ USE 4 X 14 P.P. PSI 544 00 DEF 000 MX 13500 350 00 REQ'D,A= Q.OO SX» 102900 l = USE 4_X12DF PSI 000 DEF 7200 MX 000 450 00 REQ'D,A= OOP 3X= 522 X 1 = USE 4X12DF PSI 544 00 DEF 000 MX 000 400 00 REQ'D,A= Q.OP 3X= 94400 l = USE 4X14 OF 0 35 IN MAX 11129738 IN # 44 05 IN A2 < 8581 INA3 < 309 34 IN M < b= 350 d= 1325 SELECT STRUCT. 0 22 IN MAX 65212 88 IN # 37 57 IN A2 < 63 62 IN A3 < 112 20 IN M < b= 350 d= 1 1 25 #1 OR BETTER 0 33 IN MAX 78300 00 IN * 33 48 IN A2 < 69 60 IN A3 < 207 26 IN A4 < b= 350 d= 11 25 #1 OR BETTER 0 22 IN MAX 59826 00 fN # 31 98 IN A2 < 64 68 IN A3 < 102 94 IN M < b= 350 d= 1325 . #2 OR BETTER 46 38 IN A2 10241 INA3 678 48 IN M 39 38 IN A2 73 83 IN A3 41528 INA4 39 38 IN A2 73 83 IN A3 415 28 IN M 46 38 IN A2 10241 1NA3 678 48 IN A4 F - BM 7 & 9 ROOF INT WALL EXT WALL FLOOR DECK SPAN = Fv s Fb E F - 8M 8 ROOF INT WALL EXT WALL FLOOR DECK SPAN = Fv = Fb E F-HDR15 ROOF INT WALL EXT WALL FLOOR DECK SPAN = Fv = Fb E F-BM 10 ROOF INT WALL EXT WALL FLOOR DECK SPAN = Fv = Fb E 5 00 FT = 000 FT « 900 FT » 1 00 FT = OOP FT = 1550 PSI 290 00 PSt 2900 00 PSI 2000000 PSI 000 FT = 9 00 FT = 000 FT = 1500 FT = 0.00 FT = 9 00 PSI 9500 PSt 130000 PSI 1700000 PSI 16 00 FT = 000 FT = 900 FT - 700 FT = OOP FT * 7 00 PSI 95 00 PSI 1025 00 PSI 1700000 PSI 000 FT = 9 00 FT * 000 FT = 900 FT = OOP FT * 800 PSI 95 00 PSt 1025 00 PSI 1700000 PSI PSI 17000 DEF 000 MX 13500 50 00 REQ'D,A= OOP SX= 35500 I* 0 78 IN MAX 12793313 IN # 1241 INA2 < 4411 INA3 < 297 44 IN A4 < b= 350 d= 1188 41 56 IN A2 82 26 IN A3 48841 INA4 USE 31/2X11 7/8" PARALLAM E» 2 0 PSI 0 00 DEF 7200 MX 000 750 00 REQ'DA= OOP 3X- 822 00 I = USE SX12D.F PSI 544 00 OEF 000 MX 13500 350 00 REQ'D,A= O.QQ 3X» 102900 ) = USE 4 X 14 D.F PSI 000 DEF 7200 MX 000 450 00 ReQ'D,A= 0,00 SX= 522 00 I « 0 30 IN MAX 99873 00 IN # 45 97 IN A2 < 76 83 IN "3 < 237 93 IN M < b= 550 d= 1150 SELECT STRUCT 0 23 IN MAX 75631 50 IN # 38 93 IN A2 < 73 79 IN A3 < 140 14 IN A4 < b- 350 d~ 13 25 #1 OR BETTER 0 27 IN MAX 5011200 IN # 25 24 IN A2 < 48 89 IN A3 < 106 12 IN A4 < b= 350 d= 1125 63 25 IN A2 121 23 INA3 697 07 IN M 46 38 IN A2 10241 INA3 678 48 IN A4 39 38 IN A2 73 83 IN A3 415 28 IN A4 USE 4X12 OF #1 OR BETTER Seismic Loads: Static Design Procedure Active Near Fault - Source Zone Data Soil Type Sd Fault Type B Near Source Distance 5km> 10 km Seismic Zone 4 Design Base Shear = V V = Cv1 W R T (UBC 3(M) 1 = 10 (Standard Occupancy Structure - Table 16-K) R = 5 5 Ordinary Braced Frame - Table 16-N) T = Ct(hn)75 (UBC 30-8) Ct = 0 02 (UBC Section 1630 2 2, Method A) hn = 22 0 (Story height, Builidng height) T = 0 02 x (22 0} 75 = Q 20 Sec. Cv (Seismic Coefficient - Table 16-R) Soils Type Sd Seismic Zone Factor 2 = 04 (Seismic Zone 4) Cv = 0 64 Nv Nv (Near Source Factor as Per Table 16-T) Seismic Source- Type B Closest Distance to Known Seismic Source 5 0 Km Nv = 1 00 (10 Km +) From nearest Rose Canyon Fault Cv = 064x10 = 064 V = Cv1 W = 0 64x1 0 =0582W (UBC 30^*} R T 5 5 x 0 20 The total Base shear need not exceed the following1 V = 2 5 Ca I W (UBC30-5) R Ca = Seismic Coefficient (Table 16-Q) For Table 1 6- Q Soils Type = Sd Z = 04 Therefore CA •= 0,44 Na Na * Near Source Factor as per Table 16-S Seismic Source Type B Distance to Known SeismicSource 5 0 Km CA = 0.44 x 1 00 = 0.44 V = 25x044x1 W = 0200 (UBC 30-S) 55 TOTAL Design Base Shear shall not be less than V - 0.11 CA I W - 0.11 x 0.44 x 1.0 W = 0.48 (UBC 30-6) For Seismic zone 4, total seismic Base Shear shall not be less than V = 0 8 Z Nv I W = 08x04x100W = 0 056 (UBC 30-7) R 55 Therefore for Allowable Stress Design V = 0200/1 4 =0142W Seismic Force on Components of Structure: Fp = 3p x Ca x ID (1 + hx_) Wp (UBC 32-2) Rp hr Fp shall be not less than 0 7 x Ca x Ip x Wp Fp Shall be not more than 4 0 x Ca x Ip x Wp ap *Numencal Coefficient = 1 00 Ca = Seismic Coefficient = 0 44 Ip = Importance Factor = 1 00 Rp = Numerical Coefficient =* 3 00 hr = Story height hx = Wall height at Maximum Moment +3x= 10x044x10 3 Therefore for Allowable Stress Design Fp = 0.37/1 ,4 = 0.26 W USE: Fp = 0.30 12 =042 24 Table 16-O Table 16-Q Table 16-K Table 16-O LATERAL FORCE ANALYSIS PROJECT TALLMAN RESIDENCE 2339 PIO PICO DRIVE CARLSBAD, CA 92008 WEIGHT OF TILE ROOF = FLOOR = CONG WALL = 1800 PSF 1000 PSF 0 00 PSF EXT WALl = INT WALL = BALCONY = HEIGHT OF: EAVE = FLOOR = BASE = 20 00 FT. 11 00 FT 000 FT h3 h2 hi 20 00 FT 1000 FT 2 50 FT DATE 4/25/00 1500 PSF 800 PSF 1000 PSF FORCES; AT ROOF ROOF EXT WALL INT WALL WIND AT FLOOR FLOOR EXT WALL INT WAUL BALCONY CONG WALL WIND FRONT TO BACK SEISMIC LENGTH NUMBER 50.00 4 4 HEIGHT 11 50 50 00 1 2 3 #/SF 22 00 00 00 00 #/SF 18 15 8 = 00 00 00 0. 0 0 ROOF = FLOOR = 183 183 183 TOTAL 5000 FT 4800 FT #/FT 164 24 19 209 242 70 71 76 17 00 #/FT #/FT SEISMIC LENGTH 48 9 9 0 0 HEIGHT 10 00 50 .50 00 00 50 NUMBER 1 2 3 0 0 #/SF 22 #/ SF V=Cvl/RT=W 00 00 00 00 00 00 10 15 8 10 0 = 00 PO .00 00 00 0 0 0 0 0 183 183 183 183 183 TOTAL #/FT 87 52 41 0 0 181 231 84 16 72 00 JW 72 00 #/FT #/FT AT BASE SEISMIC LENGTH NUMBER #/SF V=Cvt/RT=W FLOOR 48 00 EXT WALL 5.00 INT WALL 5 00 CONG WALL 0 00 WIND HEIGHT i 500 0.00 200 3.00 000 WSF 2200 1000 15.00 800 OOP := 0183 0.183 0183 0183 TOTAL #/FT 000 2745 21 96 OOP 4941 #/FT 11000 #/FT PROJECT- TALLMAN RESIDENCE 2339 PIO PICO DRIVE CARLSBAD, CA 92008 DATE:4/25/00 LATERAL FORCE DISTRIBUTION WIND GOVERNS: DISTRIBUTION FOR INFORMATION ONLY FORCES' FRONT TO BACK FORCE/ PLACE wx#/FT hxFT hxwxFT* MX %Wx#/FT ACCUMULATED Wx #/FT AT ROOF AT FLOOR AT BASE 24200 23100 11000 2000 1000 2.50 484000 231000 27500 065 031 004 38003 181 38 2159 380 03 561 41 2 58300 58300 7425.00 \ 1 00 583 00 Vc 46) 2- ~r * FRONT TO BACK LINE 2 TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) = MtN PANEL WIDTH (MPW) « SHEAR = ((R-FH+(F-FH)x T/Ll 15.00 FT 15 00 FT 19 00 FT 6 50 FT 30653#/FT FV = P ROOF = FLOOR = (NTWALL= EXT WALL* BALCONY= CWALL = TOTAL DL = USE PANEL 600 FT 000 FT 9 00 FT 000 FT 000 FT 000 FT 8 ONE SIDE WFT. 10800 000 7200 000 000 000 18000 PLATE FORCES/ANCHOR • (RF-H+2F-FH)X T/(TW) » NAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2 X PLATE W/ 1/2"DIA. X 10" A B @ 5/8" DIA X10"AB @ MINIMUM EMBEDMENT T INTO CONCRETE 599 #/FT § IN O C STAGGERED 2£ IN O C OR 31 IN OC UPL1FT/DOWNTHRUST HOLDOWN USE O T M = R-FHxTxMPW/L2xh1 = R M = P1xMPWA2/2 = NET UPLIFT = OTM-RM/MPW = MST60W/4X4 39849 #/FT 3232 #/FT 5633 #/FT P1 = TOTAL DLx 85 =153 # hi = 20 FT S ONE SIDE R-FHxTxMPW/LI = FORCE AT ROOF 1992.467 # UPUFT/DOWNTHRUST = 5633 # USE. MST60WMX4 0 MPW =7FT FRONT TO BACK UNES TOTAL WALL{TW) = 19 00 FT LENGTH OF SHEAR WALL <L1) = 19.00 FT TRIBUTARY AREA (T) = 25.00 FT MIN PANEL WIDTH (MPW) = 7 00 FT SHEAR = «R-FH+(F-FH)x T/L1 PLATE FORCES/ANCHOR = (RF-H+2F-FH)X T/(TW) = NAILING USE 2 x PLATE w/tsd NAILS <g ANCHOR USE 2 X PLATE W/ 1/2"DIA X 10" A B @ 5/8" D1A X10"AB @ MINIMUM EMBEDMENT T INTO CONCRETE FV-P ROOF = FLOOR" INT WALL= £XTWALL= BALCONY= CWALL * TOTAL D L = USE PANEL 20QFT 000 FT 1000 FT 0.00 FT 000 FT 000 FT 8 ONE StO_E «/FT 3600 000 8000 000 000 000 11600 622 § IN 0 C STAGGERED 24 IN 0 C OR 30 IN 0 C UPLIFT/DOWNTHRUST HOLDOWN USE O T M = R-FHxTxMPWfL2xM • RM -P1xMPW*2/2« NET UPLIFT = OTM-RIWMPW > MST60WMX4 44579 #/FT 2416 #/FT 6023 #/FT P1 » TOTAL DLX 85 99 # M = 20 FT g ONE SIDE R-FHxTxMPW/U = FORCE AT ROOF 2228 947 # UPUFT/DOWNTHRUST = 6023 # USE. MST 60 W/ 4 X 4 0 7 FT FRONT TO BACK LINE 4 TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) « MIN PANEL WIDTH (MPW) = SHEAR = ((R-FH+(F-FH)x T/L1 20 00 FT 20 00 FT 19 00 FT 2000 FT 229 90 WFT FV-P ROOF = FLOOR = INT WALL= EXT WALL= BALCONY" C WALL = TOTAL D L = USE PANEL 6 00 FT 000 FT 000 FT 800 FT 000 FT 000 FT 8 ONE SIDE #/FT 10800 000 000 12000 000 000 22800 PLATE FORCES/ANCHOR = (RF-H+2F-FHJX T/(TW) = NAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2 X PLATE W/ 1/2TJIA X10" A.B ® 5/8"DlA.X10"A.B @ MINIMUM EMBEDMENT r INTO CONCRETE 449 #/FT 7 IN 0 C STAGGERED 23 IN 0 C OR 42 IN O C UPLIFT/DOWNTHRUST HOLDOWN USE 0 T M = R-FHxTxMPW/L2xh1 = R M = P1xMPW*2/2 = NET UPLIFT * OTM-RM/MPW =: MSTI48 91960 #/FT 38760 #/FT 2660 WFT P1 = TOTAL DLx 85 =194 # hi = 20 FT S ONE SIDE R-FHxTxMPW/L! = FORCE AT ROOF 4598 # UPUFT/DOWNTHRUST = 2660 # MST148 MPW =20 FT FRONT TO BACK TOTAL WALL (TW) = 22 00 FT LENGTH OF SHEAR WALL (L1) = 16 00 FT TRIBUTARY AREA (T) «* 11 00 FT WIN PANEL WIDTH (MPW) = 8 00 FT SHEAR * <(R-FH+<F-FH}x T/L1 16638 #/FT PLATE FORCES/ANCHOR = (RF-H+2F-FH)x T/crw) * MAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2 X PLATE W/ 1/2"DIA. X 10" A.B @ 5/8"DW,X10"AB @ MINIMUM EMBEDMENT T INTO CONCRETE FV-P ROOF = FLOOR = INT WALL= EXT WALL= BALCONY- CWALL = TOTAL D L * USE PANEL 2 00 FT 0.00 FT OOOFT 10 00 FT 0.00 FT OOOFT 1g ONE SIDE WFT 3600 000 000 15000 000 000 18600 237 #/FT 14 IN O C STAGGERED S3 IN O C OR 72 IN OC UPLIFT/DOWNTHRUST HOLDOWN USE 0 T M = R-FHxTxMPW/L2xh1 = RM = P1xMPW*2/2 = NET UPLIFT s OTM-RMA1PW = MST148 26620 «VFT 5059 *VFT 2693 P1 » TOTAL DLx 65 «158 # hi = 20 FT ONE SIDE R-FHxTxMPW/L1 = FORCE AT ROOF 1331 # UPLIFT/DOWKTHRUST - 2695 # USEl M8T148 MPW 8FT. PROJECT, TALLMAN RESIDENCE 2339 P(0 PICO OR , CARLSBAD.CA DATE-4/25/00 LOWER LEVEL SHEAR WALLS COMPONENT DEAD LOADS HEIGHTS FT ROOF= 18.00 PSF hi = 20.00 FLOOR - 10 00 PSF h2 = 10 00 EXT WALL = 15 00 PSF h3 = 2 25 INT WALL= 8 00 PSF BALCONY = 20 00 PSF STAIRS = 0 00 PSF FRONT TO BACK LINE1 TOTAL WALL (TW) = 16 00 FT LENGTH OF SHEAR WALL (L1) = 9 00 FT TRIBUTARY AREA (T) = 9 00 FT MIN PANEL WIDTH (MPW) = 4 50 FT SHEAR = «R-FH+F-FH+B-FHix T/L1 473 00 */FT PLATE FORCES/ANCHOR = (RF-H+2F-FH+B-FH)X T/(TW) = NAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2XPLATEW/1/2'DIA X1Q"AB @ 5/8" DIA X10"AB @ FORCES AT ROOF = AT 2-FLR = AT BASE = FV=P ROOF = FLOOR = INT WALL= EXT WALL= BALCONY= CWALL = TOTAL D L = USE PANEL 328 6 29 36 FH #/FT FRONT TO 242 00 (R-FH) 231 00 (2F-FH) 110 00 (B-FH) 000 FT 2 00 FT 000 FT 1000 FT 000 FT 000 FT 9 ONE SIDE #/FT IN OC STAGGERED IN OC OR IN OC BACK S/FT 000 2000 000 15000 000 000 18800 MINIMUM EMBEDMENT 7" INTO CONCRETE UPLIFT/DOWNTHRUST OTM =(F1xh2/MPW)+(F2xh1/MPW)= RM = P1xMPWA2/2 = NET UPLIFT = OTM-RM/MPW = HOLDOWN USE HO 5A VW 4 X 4 4730 tf/FT 1618 #/FT 4370 #/FT P1 = TOTAL DL/ 85 *160 # h 1 = 20 10 FT FT 9 ONE SIDE R-FHxTxMPW/L1 ± FORCE AT ROOF = Ft 1089 #/FT 2F-FHxTxMPW/L1 = FORCE AT FLOOR = F2 1039 5 ff/FT UPLIFT/DOWNTHRUST = USE HP 5A VW 4 X 4 4370 MPW*5 FT FRONT TO BACK LINE 2 TOTAL WALL (TW) * LENGTH OF SHEAR WALL <L1) « TRIBUTARY AREA (T) = WIN, PANEL WIDTH (MPW) = FV=P 1 1 00 FT ROOF * 11 00 FT FLOOR = 20 00 FT INTWALL= 11.00 FT. EXTWALL= BALCONY= CWALL = TOTAL D L = SHEAR = ((R-FH+F-FH+B~FH)x T/U1 86000 #/FT USE PANEL PLATE FORCES/ANCHOR - (RF-H+2F-FH+B-FHJX T/(TW) « 1060 NAILING USE 2 X PLATE W/16d NAILS @ £ ANCHOR USE 2 X PLATE W/ 1/2"DIA X 10" A B @ | 5/8" DIA X10"AB @ H #/FT 2 00 FT 36 1 00 FT 10 20 00 FT 160 000 FT 0 000 FT 0 0 00 FT 0 206 9 EACH SIDE #/FT IN OC STAGGERED IN OC OR IN OC 00 00 00 00 00 00 00 MINIMUM EMBEDMENT T INTO CONCRETE UPUFtVDOWNTHRUST OTM RM « "(F1xh2/MPW)+(F2xh1/MPW)= P1xMPWA2/2« NET UPLIFT a OTM-RM/MPW = 8600 ff/FT 10594 #/FT 7637 #/FT HOLDOWN USE HD 8A W/ 4 X 4 P1= TOTAL DU 85 h2*= 10 FT hi = 20 FT MPW [I 175 # \ < R-FHxTxMPW/L1 = FORCE AT ROOF = F1 4840 #/FT S EACH SIDE 2F-FHxTxMPW/L1 = FORCE AT FLOOR = F2 *—_ — ^ 4620 A #/FT |f UPt/FT/DOWNTHRUST = 7637 #/FT V USE: 11 FT HD8AW/4X4 FRONT TO BACK LLNEj TOTAL WALL (TW) - LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) « MtN PANEL WIDTH (MPW) = 14 00 FT 14 00 FT 25 00 FT 6.00 FT SHEAR = ((R-FH+F-FH+B-FH)x T/L1 Q4464WFT FVep #/FT ROOF = FLOOR = INTWAa= EXTWALU* BALCONY= CWALL = TOTAL DL = USE PANEL 2 00 FT 2 00 FT 20 00 FT 000 FT 000 FT 000 FT 9 EACH SIDE 3600 2000 16000 000 000 000 21600 PLATE FORCES/ANCHOR " (RF-H+2F-FH+B-FHJX T/(TW) - NAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2XPLATEW/ 1/2TJIA X 10"AB @ 5/8" DIA X10"AB @ MINIMUM EMBEDMENT 7" INTO CONCRETE UPL1FT/DQWNTHRUST HOLDOWN USE OTM -(F1xh2/MPW)+(F2xh1/MPW)« R M « P1xMPW*2« - NET UPLIFT = OTM-RM/MPW - HD8AW/4X4 1041 #/FT 2 IN O C STAGGERED 9 IN OC OR 11 IN OC 8446 #/FT 3305 #/FT 7896 #/FT P1 = TOTAL DL/85 184 # h 1 = 20 H2 = 10 FT FT 9 EACH SIDE R-FHxTxMPW/L1 = FORCE AT ROOF = F1 2592857 *FT 2F-FHxTxMPW/L1 « FORCE AT FLOOR = F2 2475 t/FT UPLIFT/DOWNTHRUST = 7896 #/FT USE. HP 8A W/ 4 X 4 6FT FRONT TO BACK LINE4 TOTAL WALL(TW) - LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) = MIN PANEL WIDTH (MPW) = 16.00 FT 16 00 FT 20 00 FT 800 FT SHEAR - ((R-FH+F-FH+B-FH)x T/L1 PLATE FORCES/ANCHOR « (RF-H+2F-FH+B-FH)X T/(TW) - NAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2 X PLATE W/ 1/2"DIA X10" A B @ 5/8"DlA.X10"A.B @ MINIMUM EMBEDMENT r INTO CONCRETE FVop ROOF- FLOOR - INT WALL= EXT WALL* BALCONY= C.WALL = TOTAL D L = USE PANEL 7 00 FT 000 FT 12 00 FT 8.00 FT 000 FT 000 FT 9 ONE SIDE #/FT 12600 000 9600 12000 000 000 34200 UPLIFT/DQWNTHRUST HOLDOWN USE OTM «(F1xti2/MPW)+<F2xh1/MPW)« R M - P1xMPWA2/2 « NET UPLIFT = OTM-RMWIPW = HDSAW/4X4 729 #/FT 3 IN O C STAGGERED 13 IN O C OR 16 IN OC 5913 #/FT 9302 #/FT 4750 #/FT P1 = TOTAL DU 85 =291 # hi f 20 10 FT FT 9 ONE SIDE R-FHxTxMPW/LI = FORCE AT ROOF = F1 2420 #/FT 2F-FHxTxMPW/L1 = FORCE AT FLOOR = F2 2310 ItWFT UPLIFT/DOWNTHRUST = 4750 #/FT USE. HD5AW/4X4 8FT FRONT TO BACK UNES TOTAL WALL (TW) « LENGTH OF SHEAR WALL (L1) = TRIBUTARY AREA (T) » WIN PANEL WIDTH (MPW) «= 22.00 FT 18 00 FT 11.00 FT 18.00 FT SHEAR = ((R-FH+F-FH+B-FH)xmi PLATE FORCES/ANCHOR = <RF-H+2F-FH+B-FH)X T/(TW) « NAILING USE 2X PLATE W/16dNAILS® ANCHOR USE 2 X PLATE W/ 1/2"DIA X 10" A B @ 5/8" DIA X10"AB @ MINIMUM EMBEDMENT r INTO CONCRETE FVaP ROOF = FLOOR = INT WALL= EXTWALU BALCONY" CWALL = TOTAL D L = USE PANEL 2 00 FT 1 00 FT 000 FT 20 00 FT 000 FT 000 FT 8 ONE SIDE tf/FT 3600 1000 000 30000 000 000 34600 UPLlFTyDQWNTHRUSI HOLDOWN USE OTM «(F1xh2/MPW)*(F2xh1/MPW)« R M - P1xMPWA2/2 » NET UPLIFT « OTM-RM/MPW = PAHD42 292 #/FT 7 IN O C STAGGERED 32 IN O C OR 40 IN O C 2891 #/FT 47644 #/FT 244 #/FT P1 = TOTAL DU 85*294 # hi = 20 h2 = 10 FT FT SONESfDE R-FHxTxMPW/L1 «= FORCE AT ROOF = F1 2662 #/FT 2F-FHxTxMPW/Lf = FORCE AT FLOOR = F2 2541 #/FT UPLIFT/DOWNTHRUST = USE. PAHD 42 244 MPW*18 FT LATERAL FORCE ANALYSIS PROJECT TALLMAN RESIDENCE 2339 PIO PICO DRIVE CARLSBAD, CA 92008 WEIGHT OF DATE 4/25/00 TILE ROOF = FLOOR = CONG WALL = HEIGHT OF: EAVE = FLOOR = BASE = 20 00 FT 11 00 FT 000 FT FORCES: SIDE TO SIDE 1800 PSF 10 00 PSF 0 00 PSF h3 h2 hi AT ROOF SEISMIC LENGTH NUMBER ROOF 86 00 1 00 EXT WALL 4 50 2 00 INT WALL 4 50 5 00 EXT WALL = INT WALL = BALCONY = 2000 FT 1000 FT 2 50 FT WIND HEIGHT #/SF ROOF = FLOOR' »/SF V=ZICW/Rw 1800 1500 800 0183 0183 0183 TOTAL 1500 PSF 8 00 PSF 1000 PSF 8600 FT 84 00 FT #/FT 28328 2471 3294 34093 #/FT 1600 2200 35200 #/FT AT FLOOR SEISMIC LENGTH NUMBER FLOOR EXT WALL INT WALL BALCONY CONG WALL WIND 8400 950 950 000 000 HEIGHT 1050 1 00 200 500 000 000 #/SF 2200 #/ SF V« 1000 1500 8.00 1000 000 = ZICW/Rw 0183 0183 0183 0183 0183 TOTAL #/FT 15372 5216 69 54 000 OOP 27542 #/FT 231 00 #/FT AT BASE SEISMIC LENG1 #/SF V=ZlCW/Rw FLOOR 84 00 EXT WALL 5 00 INT WALL 5 00 CONG WALL 0 00 WIND HEIGHT 450 000 200 200 000 #/SF 2200 1000 1500 800 000 = 0183 0183 0183 0183 TOTAL #/FT 000 2745 1464 OOP 4209 #/FT 9900 #/FT PROJECT TALLMAN RESIDENCE 2339 PIO PICO DRIVE CARLSBAD, CA 92008 DATE.4/25/00 LATERAL FORCE DISTRIBUTION FORCES: SIDE TO SIDE FORCE/ PLACE wx#/FT hxFT hxwxFTff MX % ACCUMULATED Wx#/FT Wx #/FT AT ROOF 352.00 20.00 7040.00 070 50928 50928 ATFLOOR 275.42 10.00 275415 027 199.24 70851 _ , at AT BASE 9900 250 24750 002 1790 72642 ^* V *" 72642 10041 65 l 72642 H.S7/ <2~ o i- */ PROJECT- TALLMAN RESIDENCE 2339 PIO PICO DR , CARLSBAD, CA DATE 4/25/00 SECOND FLOOR SHEAR WALLS COMPONENT DEAD LOADS HEIGHTS FT FORCES FH #/FT. SIDE TO SIDE ROOF« 1800 PSF FLOOR- 10 oo PSF EXTWALL= 15 00 PSF INT WALL= 8 00 PSF BALCONY = 10 00 PSF STAIRS = 0 00 PSF SIDE TO SIDE LINE A TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1) = TRIBUTARY AREA (T) = MIN PANEL WIDTH (UPW) = SHEAR = ({R-FH+(F-FH)xT/L1 hi = 20 00 AT ROOF « h2= 900 AT2-FLR = h3 = 2 50 AT BASE = FV-P 50 00 FT ROOF •= 1800 FT FLOOR = 9 50 FT INT WALL= 5 00 FT EXT WALL* BALCONY= CWALL = TOTAL D L = 268 79 KFT USE PANEL 509 28 (R-FH) 19924 (2F-FH) 1790 (B-FH) 700 FT 000 FT 000 FT 9 00 FT 000 FT 000 FT 8 ONE SJDE «/FT. 12600 000 000 13500 000 000 261 00 i' PLATE FORCES/ANCHOR = (RF-H+2F-FH)XT/(TW) * NAILING USE 2 X PLATE WM6d NAILS @ ANCHOR USE 2 X PLATE W/1/2"D1A X10"AB @ 5/8" DIA X1CTA8 Q MINIMUM EMBEDMENT T INTO CONCRETE 135 */FT U IN O C STAGGERED 7§ IN O C OR 99 IN OC UPLIFT/DOWNTHRUST HOLDOWN USE 0 T M = R-FHxTxMPW/L2xh1 = RM =P1xMPWA2/2 = NET UPLIFT = OTM-RM/MPW = MSTI48 12095 WFT 2773 «VFT 1864 #/FT X P1 = TOTAL DLx 85 =222 # hi = 20 FT 2 ONE SIDE R-FHxTxMPW/L1 = FORCE AT ROOF 1343933 # UPLIFT/DOWNTHRUST = 1864 # USE. MSTt48 5 FT SIDE TO SIDE LINES TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1)' TRIBUTARY AREA (T) = MIN PANEL WIDTH <MPW) - SHEAR = ((R-FH+(F-FH)x T/L1 34 00 FT 17 00 FT 15 50 FT 5 00 FT 464.34 #/FT FV-P ROOF = FLOOR" INT WALL= EXT WALL- BALCONY* CWALL = TOTAL D L <= USE PANEL 12 00 FT 000 FT 000 FT 900 FT 0.00 FT 000 FT 9 ONE SIDE tt/FT 21600 000 000 13500 0.00 000 351 00 PLATE FORCES/ANCHOR » (RF-H+ZF-FHJX T/<TW) - NAILING USE 2 X PLATE W/16d NAILS © ANCHOR USE 2XPIATEW/1/2"OLA X10"A.B @ 5/8" DIA X10"A,B @ MINIMUM EMBEDMENT T INTO CONCRETE 323 */FT 7 IN O C STAGGERED 33 IN 0 C OR 41 IN OC IIPMFT/DQWNTHRUST HOLDOWN USE 0 T M * R-FHxTxMPW/L2xh1 > RM =P1xMPW"2/2 = NET UPLIFT o OTM-RM/MPW - MST48W/4X4 20895 HWFT 3729 WFT 3433WFT P1 = TOTAL DLX 85 =298 # hi = 20 FT & ONE SIDE R-FHxTxMPW/L1 * 2321 718 # FORCE AT ROOF UPLIFT/DOWNTHRUST = 3433 # USE. MST46W/4X4 0 MPW =5FT SIDE TO SIDE LWEC TOTAL WALL (TW) « LENGTH OF SHEAR WALL (L1)' TRIBUTARY AREA (T) = MIN PANEL WIDTH (MPW) = SHEAR = ((R-FH+(F-FH)x T/L1 12 00 FT 8.00 FT 6 00 FT 400 FT 381 96 tf/FT FV-P ROOF = FLOOR = INTWALL= EXT WALL= SALCONY= CWALL = TOTAL D L * USE PANEL 600 FT 000 FT 000 FT 9 00 FT 0.00 FT 0.00 FT / #/Ff. 10800 000 000 13500 000 000 24300 PLATE FORCES/ANCHOR = (RF-H+2F-FHJX T/(TWO « NAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2 X PLATE W/ 1/TDIA X 10" A B @ 5/8" DIA X10"AB @ MINIMUM EMBEDMENT T INTO CONCRETE 354 1 IN O C STAGGERED 2Q IN O C OR 3glN OC UPLIFT/DOWNTHRUST HOLDOWN USE O T M = R-FHxTxMPW/L2xh1 RM =P1xMPWA2/2« NET UPLIR » OTM-RM/MPW MST48W/4X4 13751 #/FT 1652 s/FT 3025 #/FT P1 « TOTAL DLx 85 207 # hi 20 FT g ONE SIDE R-FHxTxMPW/L1 * FORCE AT ROOF 152784 # UPLIFT/DOWNTHRUST » 3025 # USE: f^ST 48 W/ 4 X 4 0 MPW 4FT SIDE TO SIDE LINED TOTAL WALL (TW) = LENGTH OF SHEAR WALL (11) TRIBUTARY AREA (T) = MIN PANEL WIDTH (MPW) = SHEAR = ((R-FH+(F-FH)x T/L1 32 00 FT 17.00 FT 16 00 FT 5 00 FT 479.32 #/FT FV-P ROOF = FLOOR = INTWAU-= EXT WALL= BALCONY- CWALL = TOTAL D L = USE PANEL 7 00 FT 000 FT 0.00 FT 900 FT 000 FT 000 FT 9 ONE SIDE #/FT. 12600 000 000 13500 000 000 26100 PLATE FORCES/ANCHOR = (RF-H+2F-FH)X T/(TW) » NAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2 X PLATE W/ 1/TDIA X 10" A B @ 5/8" DIA X10"AB @ MINIMUM EMBEDMENT T INTO CONCRETE 354#/FT 1 IN 0 C STAGGERED 3Q IN O C OR 3g IN OC UPLIFT/DOWNTHRUST HOLDOWN USE O T M - R-FHxTxMPW/L2xh1 = RM = P1xMPWA2/2 • NET UPLIFT * OTM-RM/MPW ^ MST48WMX4 21570 #/FT 2773 WFT 3759 WFT P1 =• TOTAL DLx 85 =222 # hi = 20 FT 2 ONE SIDE R-FHxTxMPW/LI = FORCE AT ROOF 2396612 # UPLIFT/DOWNTHRUST = 3759 # USE. MST 48 Wf 4 X 4 0 MPW 5 FT SIDE TO SIDE LINEE TOTAL WALL (TW) t LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) = MIN PANEL WIDTH (MPW) = SHEAR = ((R-FH+(F-FH)x Trt.1 14 00 FT tO 00 FT 600 FT 5 00 FT 305 57 #/FT FV-P ROOF = FLOOR = INT WALL« EXT WALL= BALCONY" CWALL = TOTAL D L = USEPANEL 2 00 FT 000 FT 000 FT 900 FT 0.00 FT 000 FT 8 ONE SIDE IWFT 3600 000 000 13500 000 000 171 00 PLATE FORCES/ANCHOR = (RF-H+2F-FH)X T/(TW) = NAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2 X PIATE W/ 1^2"D1A. X 10" AB Q 5/8" DIA X 1CT A B @ MINIMUM EMBEDMENT T INTO CONCRETE 304 WFT § IN 0 C STAGGERED 25 IN O C OR 44 IN OC UPLIFT/DOWNTHRUST HOLDOWN USE 0 T M = R-FHxTxMPW/L2xh1 = R M » P1xMPWA2/2 = NET UPLIFT - OTM-RM/MPW = MSTI48 13751 #/FT 1817 WFT 2387 PI = TOTAL DLX 85 «145 # hi = 20 FT 3 ONE SIDE R-FHxTxMPW/L1 = FORCE AT ROOF 152784 # UPUFT/DOVWTHRUST = 2387 # USE. MSTI48 5 FT. PROJECT, TALLMAN RESIDENCE 2339 PIG PfCO DR , CARLSBAD.CA DATE-4/25/00 LOWER LEVEL SHEAR WALLS COMPONENT DEAD LOADS .HEIGHTS FT ROOF= 1800 PSF hi = 2000 FLOOR- 10 00 PSF h2= 1000 EXT WALL= 1 5 00 PSF h3 = 225 INT WALL= 8 00 PSF BALCONY = 20 00 PSF STAIRS = 0 00 PSF SIDE TO SIDE LINE A TOTAL WALL (TW) =3400 FT LENGTH OF SHEAR WALL (L1) * 16 00 FT TRIBUTARY AREA (T) = MIN PANEL WIDTH (MPW) 9 50 FT 5 00 FT SHEAR = «R-FH+F-FH+B-FH)x T/L1 420 68 #/FT PLATE FORCES/ANCHOR = (RF-H+2F-FH+B-FH)X T/(TW) = NAILING USE ANCHOR USE 2XPUATEW/16dNAlLS@ 2 X PLATE W/ 1/ZD1A X 10" A B @ 5/8" DIA X10"AB @ FORCES AT ROOF = AT 2-FLR = AT BASE = FV*P ROOF* FLOOR = INT WALL= EXT WALL= BALCONY= CWALL t= TOTAL DL = USE PANEL 203 8 39 48 FH #/FT SIDE TO SIDE 509 28 (R-FH) 19924 (2F-FH) 17 90 (0-FH) 7 00 FT 000 FT 000 FT 20 00 FT 000 FT 000 FT ^^ONE SIDE #/FT IN OC STAGGERED IN OC OR IN OC ff/FT 12600 000 000 30000 000 000 31800 A/A/ \, MINIMUM EMBEDMENT 7" INTO CONCRETE UPLIFT/DQWNTHRUST HOLDOWN USE OTM =(F1xh2/MPW)+(F2xh1/MPW)= RM =P1xMPWA2/2 = NET UPLIFT = OTM-RMVMPW = HD SA W/ 4 X 4 4207 #/FT 3379 #/FT 3531 #/FT P1 = TOTAL DL/ 85 -270 # fll = 20 10 FT FT 9 ONE SIDE R-FHXTXMPWL! = FORCE AT ROOF - F1 1511 925 #/FT 2F-FHxTxMPW/L1 = FORCE AT FLOOR = F2 591 4938 #/FT UPLIFT/DOWN THRUST = USE HP 5A W/ 4 X 4 3531 #/FT MPW =5 FT SIDE TO SIDE L1NEB TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) = MIN PANEL WIDTH (MPW> » f 36 00 FT 20 00 FT 8 00 FT SHEAR «((R-FH+F-FH+B-FH)xT/L1 PLATE FORCES/ANCHOR « (RF-H+2F-FH+B-FH)X T/(TW)« NAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2 X PLATE VW 1/2THA X 10" A B @ 5/8" DIA XKTAB @ MINIMUM EMBEDMENT 7" INTO CONCRETE UPUFT/DQWNTHRUSI OTM «(F1xh2/MPW)+(F2xh1/MPW)- RM aP1xMPWA2/2- NET UPLIFT * OTM-RM/MPW - HOLDOWN USE HP SA VW4 X4 FV*P ROOF = FLOOR » INT WALL* EXTWALL= BALCONY* CWALL » TOTAL OL <= USE PANEL OOOFT 10 00 FT 20 00 FT OOOFT 0.00 FT 0.00 FT j ^ypNE SIDE WFT 000 10000 16000 000 000 000 26000 4043/FT 4 IN O C STAGGERED 19 IN O C OR 24 IN O C 3936 WFT 7072 #FT 3052 P1 = TOTAL DU 85 =221 # h 1 a 20 h2 = 10 FT FT 9 ONE SIDE R-FHxTxMPW/L1 " FORCE AT ROOF = F1 2263467 #FT 2F-FHxTxMPVWL1 "= FORCE AT FLOOR « F2 885.5111 #/FT UPUFT/DOWNTHRUST = 3052 #/FT USE: HDSAWUX4 MPWa 8FT SIDE TO SIDE LINEC TOTAL WALL (TW) «= LENGTH OF SHEAR WALL (L1) * TRIBUTARY AREA (T) » MIN PANEL WIDTH (MPW) = SHEAR = ((R-FH+F-FH-t-B-FH)x T/L1 16 00 FT 10.00 FT 7 00 FT 5 00 FT 49596*FT FV = P ROOF« FLOORs INT WALL= EXTWALL= BALCONY* CWALL a TOTAL D L = USE PANEL 15 00 FT 7 00 FT 000 FT 20 00 FT 000 FT 000 FT 14 ONE SIDE #/FT 27000 7000 000 30000 000 000 64000 PLATE FORCES/ANCHOR = (RF-H+2F-FH+B-FHJX r/(TW) - NAILING USE 2 X PLATE W/16d NAILS® ANCHOR USE 2 X PLATE W/ 1#"O1A. X 10" A B @ 5/8-DIA X10-AB @ MINIMUM EMBEDMENT T INTO CONCRETE UPUFT/DOWNTHRUST HOLDOWN USE OTM »{Flxh2/MPW)+(F2xti1/MPW)« R.M =P1xMPWA2/2 = NET UPLIFT = OTM-RM/MPW = HD5AWMX4 *VFT 5 IN O C STAGGERED 25 IN OC OR 31 IN OC 4960 #/FT 6800 )WFT 3600 #/FT P1 = TOTAL DU 85 =544 # hi = 20 h2 = 10 FT R 14 ONE SIDE R-FHxTxMPW/L1 = FORCE AT ROOF - F1 1782.48 #/FT 2F-FHxTxMPW/L1 = FORCE AT FLOOR = F2 697 34 #/FT UPLIFT/DOWNTHRUST = 3600 #/FT USE. HP 5A W/ 4 X 4 MPW 5FT SIDE TO SIDE LINE D TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) - WIN PANEL WIDTH (MPW) = M 14 00 FT 8 00 FT SHEAR - ((R-FH+F-FH+B-FHJX T/L1 FV»p #/FT ROOF = FLOOR - INT WALL* EXTWALL= BALCONY^ CWALL => TOTAL D L * USE PANEL 7 00 FT 8 00 FT 20 00 FT 8 00 FT 000 FT 000 FT 14 EACH SIDE W 6 X FRAMING 12600 8000 16000 12000 000 000 48600 PLATE FORCES/ANCHOR = <RF4H2F-FH+B-FH)X T/(TW) « NAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2 X PLATE W/1 tt"OIA X 10" A 8 5/S''QlA.X1crAB (3 UPLIFT/DOWNTHRUST HOLDOWN USE MINIMUM EMBEDMENT T INTO CONCRETE OTM «(F1xh2/MPW)+(F2xh1/MPW)* RWI aP1xMPW"2«« NET UPLIFT - OTM-RMWIPW * HP UA W/ 4 X 6 1271 #/FT 1 IN OC STAGGERED 6 IN O C OR 8 IN O.C 12399 *WFT 13219 #rt=T 10747 #/FT P1 - TOTAL DU 85-413 # hi = 20 h2- 10 FT FT 14 EACH SIDE R-FHxTxMPW/L1 = FORCE AT ROOF - F1 712992 #/FT 2F-FHxTxMPW/Lt = FORCE AT FLOOR = F2 2789 36 #/FT UF1IFT/DOWNTHRUST = 10747 #/FT USE. HD14AW/4X6 8FT SIDE TO SIDE LINEE TOTAL WALL (TW) = LENGTH OF SHEAR WALL (L1)' TRIBUTARY AR£A(T) - MtN PANEL WIDTH (MPW) = 14 00 FT 8.00 FT 6.00 FT 4.00 FT SHEAR = <(R-FH>F-FH+B-FH)x T/L1 531 39 i/FT. FV«P <WFT ROOF" FLOOR = INT.WALL= EXT WALL* BALCONY= CWALL = TOTAL D L » USE PANEL 2 00 FT 6 00 FT 0.00 FT 20 00 FT 000 FT 0.00 FT 14 ONE SIDE 3600 6000 000 30000 000 000 39600 PLATE FORCES/ANCHOR « (RF-H+2F-FH+B-FH)X T/(TW) = NAILING USE 2 X PLATE W/16d NAILS @ ANCHOR USE 2 X PLATE W/ 1/2"DIA X 10" A B @ 5/8"DIA.X10"AB @ MINIMUM EMBEDMENT T INTO CONCRETE UPLIFT/DOWN.THRUST QTM «(F1xh2/MPW)+(F2xh1/MPW}* R M » P1xMPW*2/2 « NET UPLIFT = OTM-RM/MPW = HOLDOWN USE HP 5 A W/ 4 X 4 311 #/FT 6 IN O C STAGGERED 25 IN OC OR 32 IN OC 5314 #/FT 2693 iWFT 4641 #/FT P1 = TOTAL DL/ 85 =337 # hi = 20 10 FT FT 14 ONE SIDE R-FHxTxMPW/L! = FORCE AT ROOF = F1 152784 #/FT 2F-FHxTxMPW/L1 = FORCE AT FLOOR = F2 59772 #/FT UPLJFT/DOWNTHRUST = HD5AWUX4 4641 #/FT 4FT SHEAR WALL SCHEDULE flOLB FLATC ATTAClMWr MAWC DiaewpnoN PASTMOR EDee PBJ> NO. Ofwen soa EXT. H*U. TO CONS. MT TOCCN&. Sti.TOHOOO l/r fiVPBUM HALLBOABD 3d T O.G. wore-a CCCUK 30O SflyWA, AM *40*IMVIAAffT PM •»• 16d O=M< H*JL •*• Ibd CC»*t HAIL *»' A \/T ftTFHUM WALLBOARD NOTW 4- O.G.3W01A. AO9 «*4-IMVtX. 5M/ COCUR l/4WA|fiffT F HN «34»I6d COM4 HAM. •t3* IM CCM-t KAIL •»' A 1/3* 6TFSLM tVdITYWffT 3d fft OTJtaaj NOTg-g COOLER 4*L/4-PIA. SHOT 9OO w»* HAH. •»• lAd COhM. HAIL •4* SW STF9UM HALLSOAKD 6d T oc. T Ofc. 1 HOTS* COOLER 3 IO MftTTtA. MfB •13* 39O 3M17IA. AW6 •4** W IWFSWHALLBOARD 3d 4-c.c. 4-oA. i ws SATOA. AW M^ (/4W-a*rPIN«a4» i«d com NAIL «.r ' ^NOTB-B COOLER 3 34O 3WDIA. AWB MT IM"DlAjR*7T FIN wO* W STFStW HALLBOARD 6d V OA. 4- oC. I H3 5WD1A. AB» »4a- IMWA. 5>SoJC PIM •*• l«d CC»*< NAH_ •*• 3 380 5WWA. AAtt «34' IMVtACMTI^m *d' UM COM4 NAIL •*• A 3*" GD-X PLYWOOD Q4«J *• O.C. 13* O£- 1 COMMON FtN *S3- I6d COM HAIL *** •*' 'piNtta* 33O a/BVtA. AB» •«• 1/3T31A. JM« •»• t6d COM. NAM- *3' CO-X R.TMOOD Bd 4' Oi. 13'900 VB-01A. Mm •»*' IM VIA. SHPFN •»• •wo SA^tA. Aira M*> snviAav •«*•IAU COM. NAM. «2' aw co-x PLYWOOD 'O4A3J ad yox. a* oc. i COMMON 3 4-3 Mn*A,*n.»- i«w?!Sw" *a4 BVDtA, tm •*• SMTHA. /fl-S JA*^1- i/awAc's •*• SMnKA^tMk^Mi1 awco-x 'C34«J ia*t6d 6OM< HAIL »2J' COCHQM OflO 3/WIA. AW8 •** i/r CD-X mjrywoo OSAA) 12' OA. i 3 310 MVDtA. AB» saa* 630 KAIL »*' lAd COMH NAIL A3* 1/3***o CCMHCN 16U CCMM NAIL •*' Ifed CCMM >*A1L «2* 1/3* CO-X PLYVWOOD lOd '(3XUJ COMMON T Oi. 13* Oi.I too saraA. AB» •»•*d COMM NAIL *23* i/a- co-x PLYWOOD ' OOAAJ GOf+40H -no 040 WDtA. AWft •»' MS-^IA, AB« VIA' I6d COHK NAIL 9b>4^A. AB» •«•' A *»• STUfiGO4a PUsaiH* HOACJSK? LATH STA«i5 16O 200 MK7IA. >«« •4*' 1/41MA. SWWA. /»» »3*' I6d COt4-l HAIL *«* lAd GOH4. KAIL »4* A STUCCO O« P£-IHft LATW 335 3ATOA AO« asa'I6d CCWM NAJL •*' iftd COHM KAIL m3S" HOTS , 1 PLTV40OI7 PAWL BMCS TO BB SO3, 9. SMEAR HALL VAUW POR ORYHALL HBT BE RKUCED SO » »«0« SB9HC LOADS 6OVBO& 3. ADJSIWm PLY-H00D PAWS. STUD SHALL BE 9X rF lOd NAH. SfCCJPTO 6. H>«« ALLCMAflLB S«A« VAU» EXCSD SBO PLT IN MOOD MWCTLRAL PAMEL fJWAR HALLS. PO1OAT1ON SILLPLATtS AND ALL F^AMiNfi-njuuoRBeieviMaejfleKAiLiMOPRqM AaurnxftpAMaj SHALL NOT ee IJBM T>WI » sit«ui s'MOMMAL HTMSTR w stgAg KALL& wee THB TOTAL WALL E*S16N 6HBAR DSCS NCff EXC^O *OO PLP A ftlNSLfi 3' NOMINAL SILLPLATE f^Ai ICO00l__-HrnCDt/3ooao-H- •D-OOO 4^O-P^OooooU)ON-Ji 00-J 00 r CDf-1r^ O Tl X QON O O ar>oro2>•<w o CO > U)2 o 0 >o O m SO ts) O C N no ^<v* , ^ 2o coO BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS ©TRUSS PLATE INSTITUTE INC 1976 INTRODUCTION In recognition of the inherent safety of I properly braced roof system the apparent lack of knowledge of how when and where to inftBll adequate bracing and in the interest of public safety the Truss Plata Inttitute Inc in consultation with iti Component Manufacturer! Council membership hai undertaken the preparation of these recom mendetions Substantial concentrated study and deliberative review by the TPI Technical Advisory Committee (comprising a membership of the chief structural engineers of member plate manufacturing companies repre nntalivei of the academic community and independent consulting engineers) have been devoted to this effort Consultation with the TPI Component Manufacturer) Council has rnulled in bringing practical field handling and erection problemi into a sharper tocui Inclusion of the tentative recom mendationi for on lite handling and erection procedure! it one direct remit of The consultations It n planned to study further and enlarge upon these tentative recommendation; While the recommendation? for bracing contained herein are technically lound it is not intended that they be considered the only method for bracing a roof system Neither ihould three recommenda tiorn be interpreted ai lupenor 10 or a standard that would necessarily be preferred in lieu of an architect s or engineer i design for bracing for a particular roof lyltem The* recommendations for bracing wood trunn originate from the collective experience of leading technical pmonncl in the wood trust indultry but mutt due to the nature of retponsibihtiel involved be (irncnted only at a guide for the use of a qualified building designer bulkier or erection contractor Thus the Trim Plate Inititute expressly ditclaimi any responsibility for damages anting from the uw applica lion or reliance on the recommendation] and information contained herein by building designers or by erection contractor] However carefully wood trusses are designed ant) fabricated all thii is at stake in the final erection and bracing of a roof or floor tyitem It is at thii critical stage of construction that many of the really significant design assumptions »™ either fulfilled or ignored If ignored the consequences may result pn a collapse of the structure which at best is a substantial loss of lime and materials and which at worn could result in a loss of die The Truss Plate Institute Design Spec idea lions for Light Metal Plate Connected Wood Trusses ere recommended for the design of individual wood trusses as structural components only Lateral bracing as may be required by design lo reduce buckling length of individual tfuss members is a part of the wood truss desiQn and ii the only bracing that will be specified on the truss design drawings Lateral bracing is to be supplied in the sire specified and installed at the location specified on the truss design drawings by the builder or erection contractor The building designer or inspector must ascertain that the specified lateral bracing is properly installed and that this bracing is sufficiently anchored or restrained by diagonal Bracing to prevent its movement Special design requirements such as wind bracing portal bracing seismic bracing diaphragms shear walls or other load transfer elements and their connections to the wood trusses must be considered separately by the building designer He shall determine me location and method of connections for diagonal bracing as needed to resist these forces Diagonal or eras! bracing is recommended in the plane format! by the top chords m ihe plane formed by the bottom chords and perpendicular 10 the truss web members as needed for the overall stability of the entire structure Truss bracing and connection details should be shown on the building designer s framing plan ai p»n of the design drawings Bracing materials are not usually furnished a part of the wood truss package and should be provided by the builder or erection contractor The builder or erection contractor is responsible for proper wood tniN handling and for proper temporary bracing He muit ataur* that the wood trunes are not structurally damaged during erection end that they are maintained in alignment before during and after installation Temporary or erection bracing may follow out not necessarily De limited to the building designer s framing plan It it recommended that erection bracing be applied as each truss is placed m position ctl E.R.T.C TRUSS \l3/CERTIFIED INSPECTION ICBO AA-513® IN STRICT ACCORDANCE WITH UBC 25-17 PREFABRICATED The design of wood trusses in accordance with TPI design criteria attumet 1 Truts members are initially straight uniform in crou faction and uniform in design properties 2 Trunes are plane structural component! instilled vertically braced to prevent lateral movement and parallel to each other at the design spacing 3 Truss members are pinned al |omts for determination of ixial forcet only 4 There is continuity of chord members at joints for determine non o( moment stresses E Com prettier, memben are laterally restrained at ipecific loca- tions or intervals 6 Superimposed dead or live loads act vertically wind load* an applied normal to the plane of the top chord and concentrated toadi are applied at a point 7 In addition to the lateral bracing tpecified by the irusi designer the building designer will specify sufficient brecing at right angles to the plane of the truss to hold every truts member in the position atsumed for it in design 8 The buitdmg designer (not ihe HUB designer] will tpacify sufficient bracing and connections lo withstand lateral loading of the entire structure t The theory of bracing it to apply tufficieni support at right angles to the plane of the trim to hold every truss member in the petition ntumod for it in dMign Thit theory must be applied at Ihret iug« STAGE ONE During Building Design and Trun Design individual truss membwi ar* checked for buckling and lateral bracing it specified a» required for each truss member Tr* buiMing dwgner mutt (pacify how thit lateral bracing it to be anchored or renrained 10 prevent lateral movement should all trun memben. to brand tend to buckl* together a»*iown in Figure Hb) Thit may b* accomplished by 1 Anchorage to tolid end walls (Figure tic)I 2 Diagonal bracing in the plane of web memben (Figure Kdl) 3 Other means ai determined by the building designer Figunllb) It is recommended that diagonal bracing (minimum 2 inch thick nominal lumber! be installed at approximately 3 45 degree angle to me lateral brace Diagonal bracing should Be attached to the opposite sida of the same member requiring lateral bracing » This bracing may be continuous or intermittent at Ihe building designer s option however it is recommended that intermittent spacing not exceed 20 feet or twice the horizontal run of the diagonal Qraung STAGE TWO During Truss Erection the builder or erection contractor must take adequate precautions to assure that the wood trusses are not structurally damaged Proper rigging including the use of spreader bars and multiple pick up points wnere required LS necessary to prevent damage during handling tentative recommendations are presented in the Appendix hereto It is most important lo brace the first truss at ihe end of the building securely All other trusses are lied to the first truss thus tne Fijun, 2(b! at extent on how well ihe firtt trun abracing system depends i braced One satisfactory method is for the first trust top chord to be braced to a stake driven into the ground and securely anchored The ground brace itself should be supported as shown in Figure 2 or it is apt to buckle Additional ground braces m the opposite direction miide tne building are also recommended The ground braces should be located directly in line with all rows of top chord continuous lateral bracing Otherwise the top chord of the first truss can bend sideways and allow the trusses to shift This shift however slight puts a tremendous strain on all connections of the bracing system I e the weight of the trusses would then be added to any wind force of construction load such as bundles of plywood or roof Shingles tending to tip the trusses ovei All nailing of bracing should be done so that if the trusses should tend to buckle or tip the nails will be loaded laterally not in withdrawal recommended that continuous lateral bracing be installed within 6 inches of the ridge line or center line and at approximately 8 feet to 10 feer interval? between the ridge line of sloped trusses or center line of flat trusses ana the eaves For double member trusses this spacing between laterals may be increased to 12 feet to 14 feet Diagonals located between the lateral bracing and set at approximately 45 degree angles lorm The triangles required for stability m the plane of the top chord NOTE Long spans or neauy loads may require closer spacing between lateral bracing and closer intervals between diagonals Figure 3(a) illustrates temporary bn chord for gable trusses :mg m the plane of the top (/>mDwK3OlOo-wcCO9to-«J 7]mTlroUl-1*am(ftwo o>mootoCO ID(—mzo31.fbu'CJO)enji.o* J ^fs till1 l«!'s»I riililfe!!!!! 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JEFF TALLMAN 1833 South Coast Highway Oceanside, CA. 92054 Subject: Drainage Study for the proposed Residence located on Pio Pico Drive, Carlsbad, CA, (156-350-08,09) Dear Mr. Tallman: Pursuant to your request and the requirements of the City of Carlsbad, we have completed our Hydrology Study for the subject property. The proposed development consists of the grading for a single family residence at the subject site. The supporting data and calculations relative to this report are outlined in Enclosures 1 and 2. Based on our calculations, the following conclusions were derived: The runoff conditions for the watershed area for the buildable area of the subject parcel was calculated for a 100 year storm frequency and based on the County of San Diego Procedures for Hydrologic Computations. Based on the Grading Plan for the subject Parcel, the total Q (discharge) was calculated to be 0.45 cfs for an area of 0.182 acres. Based on our calculations, the minimal runoff anticipated tie: 0.45 cfs) can be dispersed with standard area drains. B & B Engineering, Inc. appreciates this opportunity to be of service. Should you have any questions regarding this project, please do not hesitate to contact us. Sincerely, /Arthur C. Beard RCE RGE Chief Engineer 1611-A SO MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3750 • FAX: 760-945-4221 SlTt PLAN 110 '05 '00 95 150 150 Af?EA FILL 251 SF AKEA CUT 50 SF 100 5TA 0+tO 70 SF wo 5TA 0+60 69 SF 1C 150 EARTHWORK CALCULATIONS FOK JEFF TALLMAN SCALE: r=20" (H & V) CLIENT PROJECT DATE 100 rAT,f!TTT .ATTONS- A VF.R A OR F.ND AKF.A STATION £>-/£>0 ^•^2^ 0+4-0 0+ &0 Oi- 80 a-* <9o AREA (SF) FILL (+) CUT (-) a - ?0 - &8 - 70 - 69 o MEAN AREA (SF) ?? 53 W Wt w> LENGTH (FT) 20 2o 2o 2o 10 Tomu- MEAN VOLUME (CF) $0O /}$0 /1$o /39o 245 (cuJ^) VOLUME (CY) F = (+ ) C = 0 " /? - 44 -51 "51 ~/3 -\l&di AVERAGE END AREA CLIENT _ PROJECT: DATE TA QO TAT.rTIT ,ATTON.S- A VF.R AOF F.ND AKF.A STATION o+oo O+Zo O+4o Of £>0 04 BO O + ^o AR£A (SF) FILL (+) CUT (-) O * 25/ + ?34 + /*$ + 4o o MEAN AREA (SF) /?$.$ 242, € /&V.5 92.5 2o LENGTH (FT) 20 20 20 Zo to TOT/VL MEAN VOLUME (CF) 25/0 4660 377* l&$o 2oo -= fa ILL]\ / VOLUME (CY)F = (+) C = (-) 4 ^^ ^ /Bo + /40 + £><? + % + 49O <:y AVERAGE END AREA iii;/, IHC, ITEM GRADING: CUT/FILL IMPORT SEWER LATERAL 4 INCH PIPE RETAINING WALLS: 2' TO 6' HEIGHT DRIVEWAY: PAVING ENERGY DISSIPATOR: RIP-RAP ROCK EROSION CONTROL: GRAVEL BAGS CIVIL. GEOTECHWCAL A QUALITY £NGfN££f1fNG FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT 4 INSPECTION FILE: TALL-EST JEFF TALLMAN RESIDENCE 16 FEBRUARY 2000 PIO PICO DRIVE CARLSBAD, CA. ENGINEERS COST ESTIMATE QUANTITY 170 LF 140 SF 750 SF 1 CY 100 EA UNIT COST COST 180 310 CY CY S6/CY S7.50/CY 1 2 ,080 ,325 $577/30 LF S28/SF S3.95/SF S150/CY S2.50/EA 3,270 3,920 2,963 150 250 TOTAL $13,958 1611-ASO MELFfOSE DRIVE #255, VISTA, CA 92083-5497 • 760-945-3150 • FAX 760-945-4221 fuc, CIVIL. GEOTECHNICAL, 4 QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING 'SOIL TESTING CONSTRUCTION MANAGEMENT A INSPECTION CLIENT: TALLMAN PROJECT: TALFTG DATE: 6 OCT. 2000 CITY OF CARLSBAD 1635 Faraday Avenue Carlsbad, CA. 92008-7314 Attention: Engineering/inspection Departments Subject: Soils Engineer Certification for the project located at 2339 Pio Pico Drive, Carlsbad, CA.(APN: 156-350-09)(CDP 99-18)(Dwg 388-1A) Gentlemen: Pursuant to the City of Carlsbad requirements, this letter will serve as confirmation that the foundation plans and specifications have been reviewed for the subject project. We have determined that the recommendations in our Preliminary Geotechnical Soils Investigation Report dated 27 June, 1998, have been properly incorporated into the construction documents. Sincerely, orffiur C. BSSrd Chief Engineer CERGE c 161T-ASO MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3750 • FAX. 760-945-4221 /iifj, fnc, CIVIL, GEOTECHNICAL. & QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT A INSPECTION CLIENT: TALLMAN PROJECT: TAL-CERT DATE: 4 OCT. 2000 CITY OF CARLSBAD 1635 Faraday Avenue Carlsbad, CA. 92008-7314 Attention: Engineering/Inspection Departments Subject: Rough Grading Certification for the Lot located at 2339 Pio Pico Drive, Carlsbad, CA. (APN: 156-350-09)(CDP 99-18)(DWG 388-3 A) Gentlemen1 Pursuant to the City of Carlsbad requirements, the following information is presented for the subject project. Grading for the subject project was completed on September 29, 2000. Based on our inspections and testing during grading and as depicted in our Final Compaction Report dated 29^ September, 2000, it is our opinion that the work performed during that period has been found to be in conformance with the requirements of our Preliminary Geotechnical Soils Investigation Report dated 27 June, 1998. All engineered grading, lot drainage, drainage facilities, and erosion control measures have been constructed in substantial conformance with the Approved Plans and Specifications, the Permit, and the City of Carlsbad Grading Ordinance. Should you have any questions regarding this project, please do not hesitate to contact us. Sincerely, rthur C. Beard RCE RGE Chief Engineer 1611-ASO MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3750 • FAX 760-945-4221 CIVIL GEOTECHNICAL * QUALITY ENGINEERING FOUNDATION DESIGN • LAWD SURVEYING • SOH. TESTING CONSTRUCTION MANAGEMENT A INSPECTION gj CLIENT: TALLMAN PROJECT: TAL 900 — DATE: 29 SEPT. 2000 MR. & MRS. JEFF TALLMAN j^ 1833 South Coast Highway Oceanside, CA. 92054 Subject: Results of Compaction Testing and Inspections during Rough Grading for the lot located at 2339 Pio Pico Drive, Carlsbad, CA. (APN: 156-350-09) Dear Mr Mrs Tallman: ™ Pursuant to your request, we have completed our Inspection and Compaction Testing of the rough grading operations for the subject parcel. Locations of our I Field Density Tests are shown on Enclosure (1), and the results of these tests are detailed on Enclosure (2).m ^ Site preparation, compaction, testing, and inspections were accomplished between September 5 and 29, 2000. Based on our observations and testing, it is our H opinion that the work performed during that period was in general conformance with the City of Carlsbad Grading Ordinance and the Approved Grading Plan and is considered adequate for its intended use. On September 5, 2000, grading began on the subject lot with the contractor removing some shrubs and the surface vegetation. All debris was removed from the pad grading area. •' On this date, the contractor excavated for a supporting shear key at the toe of the westerly facing fill slope for the house pad by removing the loose topsoil W& materials to an approximate depth of 2 to 3 feet below the existing surface, where firm natural ground was encountered. Fill material, native silty sands, generated n from excavations made along the easterly portion of the pad and imported silty sands, was then watered and recompacted on the house pad. The contractor placed _ and compacted the native and imported soils on this fill pad until the design finish fl grades were achieved. 1 7671-A SO MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3750 • FAX 760-945-4221 Inc CIVIL G£OT£CHNICAL & QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT A INSPECTION During the rough grading operation, the contractor over-excavated and recompacted the soils in the upper 3 feet in the cut portion of the pad to achieve a uniform fill blanket to help mitigate the effects of differential settlement. Density was achieved by the use of a D-4 bulldozer and a small trackloader compacting the soil as fill was placed in thin lifts Since the existing and imported soils varied in moisture content, the contractor had to spend additional time and effort in his mixing operation in order to ensure near-optimum moisture and proper compaction in the fill material. As indicated by our Compaction Test Results, Enclosure (2), density tests performed in the fill soils used for the construction of the house pad indicated over 90% relative compaction as compared to the Maximum Dry Density per ASTM Test Procedure D 1557-91. In general, the native and imported materials exposed at finish grades are considered to have a low expansion potential according to Table 1 8AIB of the Uniform Building Code. Foundations shall be sized and constructed in accordance with the recommendations found in the latter part of this Report. For foundation design purposes, an allowable bearing strength of 1750 psf may be utilized for all continuous or spread footings founded in dense native soils compacted to 90% relative compaction per ASTM D 1557-91. This design bearing value is in accordance with the Uniform Building Code. It is recommended that the continuous perimeter foundations and concrete — slabs for a light weight, wood framed, stucco type structure shall be constructed and ^ reinforced in accordance with the following minimum design criteria. • a The continuous perimeter foundations shall extend a minimum depth of 24 inches and a minimum width of 15 inches into the compacted fill soils for a two — story structure and a minimum depth of 18 inches and a minimum width of 12 •I inches for a single story as measured from the lowest adjacent grade. The continuous foundations shall be reinforced with at least four No. 4 steel bars, two • bars shall be placed 3 inches from the top of the foundation and the other bars shall be placed 3 inches from the bottom. As an alternative, two No 5 rebars, one top « and one bottom, may be used in leu of the No. 4 rebars. 2 fl 1611-ASO MELPOSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3150 • FAX 760-945-4221 ( I ^ II*If Eiif/iiiecriiiif, Inc. i CIVIL GEOTECHNICAL. S QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING * SOIL TESTING CONSTRUCTION MANAGEMENT A INSPECTION b Footings which span from native material to compacted fill soils, where applicable, shall be reinforced with a minimum of one additional No. 5 steel bar top and bottom to control potential differential movement extending 10 feet on either side of the daylight line. c. Footings placed on or adjacent to fill slopes shall have a minimum horizontal distance of seven feet (7r) from the bottom edge of the footings to the face of the slope. d. All concrete slabs shall be a minimum of four inches in thickness, and reinforced with a minimum of No. 3 steel rebars at 18 inches on center both ways and placed in the center of the slab The steel bars shall be wire tied to the perimeter foundation steel and bent downward into the foundations at 18 inches on center to a depth of 3 inches from the bottom. Where moisture sensitive flooring is anticipated and in order to minimize vapor transmission, an impermeable membrane (le visqueen) shall be placed over 2 inches of non-expansive sandy soil. The visqueen shall be covered with 2 inches of sand or decomposed granite to protect it during construction and the sand should be lightly moistened just prior to placing concrete. All concrete used on this project shall have a minimum compressive strength of 2500 psi unless otherwise stated on the Building Plan. These foundation recommendations are minimum design requirements for the soils encountered during grading; however, actual foundations shall be designed by the Structural Engineer for the expected live and dead loads, and for wind and seismic loads Findings of this Report are valid as of this date; however, changes in conditions of a property can occur with passage of time, whether they be due to natural process or works of man on this or adjacent properties In addition, changes in applicable or appropriate standards occur whether they result from legislation or • broadening of knowledge. Accordingly, findings of this Report may be invalidated wholly or partially by changes outside our control. Therefore, this Report is subject — to review and should not be relied upon after a period of one year. In the event that any changes in the nature, design, or location of buildings • are planned, the conclusions and recommendations contained in this Report shall not be considered valid unless the changes are reviewed and the conclusions of this ^ Report are modified or verified in writing. 3 • 7671~A SO MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3150 • FAX 760-945-4221 Iiiif/iiiff riiif/, Inc. C/WL. GEOTECHNICAL, & QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT* INSPECTION This Report is issued with the understanding that it is the responsibility of the owner or of his representative to ensure that the information and recommendations contained herein are called to the attention of the project Architect and Engineer and are incorporated into the plans. Further, the necessary steps shall be taken to ensure that the contractor and subcontractors carry out such recommendations in the field. The Soil Engineer has prepared this Report for the exclusive use of the client and authorized agents. This Report has been prepared in accordance with generally accepted soil and foundation engineering practices. No other warranties, either expressed or implied, are made as to the professional advice provided under the terms of this agreement, and included in the Report. B & B Engineering Inc. and Associates appreciate this opportunity to be of service Should you have any questions regarding this project, please do not hesitate to contact us. Sincerely, rthur C. Beard RCE RGE Chief Engineer 1611-ASO MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3150 • FAX 760-945-4221 4' SEWtK LATERAL 5' PRIVA T£ UTILITY tASLM£NT fOe ROAD PURPOSES APN 156-351-05 10 APPROXIMATE LOCATION OF FIELD DENSITY TESTS PLOT PLAN OWNER : y\[2.. LOCATION :P)Q 9\CO A.P.N.:- 35-0-09 PROJECT :TAL 9OO DATE: Kngineering, inc. CIVIL, QEOTECHNtCAL. & QUALITY ENGINEERS STRUCTURAL ENGINEERING • LAND SURVEYING . PERCOLATION & SOIL TESTING CONSTRUCTION MANAGEMENT A INSPECTION ENCLOSURE (1) 17 CLIENT: TALLMAM Test No. / 2 3 4 5 £ 7 B 9 10 Test Date V7 " % " ty) It 9/13 tl /f \\ Test Location House pf\o /' h ii il H H n h H f A&EA KM $y Test El/Depth 'QltiZlf, CIVIL. GEOTECHNtCAL, A QUALITY ENGINEERS • STRUCTURAL ENGINEERING • UNO SURVEYING • PERCOLATION t. SOIL TESTING • CONSTRUCTION MANAGEMENTS. INSPECTION PROJECT: TA O &0O QVTE. 5£P7^ Z&&D Son Type A h ii n \\ \\ B n 0 t> • Dry Density, pcf Field /flti /Z4tf IK3 /2&.Q 124,0 125,1 /22.?> 1 21. 3 }?0>t IW.1 Maximum /53,7 // // // '/ n 130.5 it n n Moisture,, X Field &4> ll.b 9' 3 8>7 #r ?,s 9<2 /O.I 10.6 /0*9 Opt. ^>8 • // i/ // tt if jQ.O n /i if Relative Compaction g7 93 94- 95 93 94 94 93 9Z 9^ COMPACTION CURVE DATA SOIL TYPE AND DESCRIPTION /4< 7/?/t/- /(XSr B&QuJtJ St^T^ 5Ai*J0 B- TftfJ- BttSMfJ S/t-'Fl SAAJO OPTIMUM MOISTURE % &>& 10.0 Retest No. * MAXIMUM DRY DENSITY (pcf /?3.7 ;3o-5~ COMPACTION TEST DATA ENCLOSURES 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 Name) Project Description Building Type Residential. R A Number of New Dwelling Units Second Dwelling Unit Residential Additions- Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU Net Square Feet New Area Commercial/Industrial Square Feet Floor Ar City Certification of Applicant Information SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 801 Pine Ave Carlsbad CA 92009 (729-9291) San Marcos Unified School Distiict 215 Mata Way San Marcos, CA 92069 (736-2200) Encmitas Union School District 101 South Rancho 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 ("Owner") 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 Signature 1635 Faraday AVeJnue • Carlsbad, CA 92OO8-7314 • (76O) 6O2-27OO • FAX (76O) 6O2-856O Revised 4/20/00 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school districts)) ******** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may isstie building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITI F T"'."f^Yt ""www'iL Ass.s&ntSuperintflmlftTtl t u^n r jBusiness Service* Carlsbad Unified School DistrictNAME OF SCHOOL DISTRICT 801 Pmc toe^e ^ATr_ ' 7 7 Carlsbad, CaJhornja 9200aDATt ^" PHONE NUMBER "" OCT-31-2000 20=28 P,02x05 City of Carlsbad "~ " ~~"~tf IVMIHHMMHHMH^^^^^MMM^^^^^^^H^MM^^MMIUHll^^^ ffifl ,?.0/V wuilrlmg Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL JCTS OR CXnaDER MITIGATION This form must be completed by the Crty. the applicant and the appropriate school distncts and returned to the City prior to issuing a building permit. The City will not Issueeny building permit without a completed school fee form, Project Name: Building Pen-nit Plan Check Number Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential1.Number of New Dwelling Units Second Dwelling Unit Residential Additions: Commercial/Industrial: City Certification of Applicant Information: Square Feet of Living Area in New Dwelling '"7 ,' — • • f Square Feet of Living Area in SDU _ Net Square Feet New Area -~CaH&bad Zftuffisa 801 Pine Ave. Feet Floor Area Date: OOL premiers WITHIN THE CITY OF CARLSBAD V San Marcos Unified School District 21SMataWay San Maws, Encinftas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) San Eheguito Union High School District 710 Encinms Blvd. Encimtas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of penury that (1) the Information provided above IB correct and true to the best of the Owners Knowledge, and that the Owner win 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 ff the Initial determination of unfe or square footage Is found to be incorrect, and that (2) the Owner ts the owner/developer of the above described project(e). or that the ptireon executing this declaration Is authorized to sign on behatf of the Owner. Signature. _- 1635 Faraday Avenu-e Date- Carlsbad, CA 02008-7314 • (760) 602-270D • FAX (760) 602-8560 OCT-31-2000 20:28 P. 03/05 P~l AVMRA CWKS Mioote SCHOOL Receipt No. OATE. PAYMefLPOB: s AMOUNT 3£L RECEIVED V£sr <-/ CASH _ CHECK #Tcn ^ QCT-31-2000 20 29 P.05/05 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school districts))•»******»»***»«»»**«**«**********»*••***»*••*******•*»****««»»«* ***************** ****************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE . BEEN OR WILL B£ SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities, This fs to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The Cfty may issue building permits for this project, SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT . . ?» Kfi? Ami DATE PHONE NUMBER TOTflL P.05 §0 n u-0 W gcD« LOO <£ £££ « O ^- ss <N «>" UJor *?5>iy i1^i. <o I- K 3 ,s>