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Home My WebLink About1199 TAMARACK AVE; ; CB101226; Permit- Cg ityo'f sbad Print Date: 06/05/2018 . Permit No: CB101226 Job Address: 1199 Tamarack Av Permit Type: BLDG-Residential Work Class: Addition Status: Closed - Expired. Parcel No: 2062610300 Lot #: Applied: 07/02/2010 Valuation: $70,585.00 ' Reference #: Issued: 09/30/2011 Occupancy Group: - Construction Type Permit 07/12/2017 - Finaled: # Dwelling Units: Bathrooms: Inspector: PBurn Bedrooms: - - - Orig. Plan Check U: Final - . - Plan Check U: Inspection: Project Title: Description: RESDNTL - RAD PINNOW RES -ADD NEW 449 SF TO 15T STORY, 1215 SF TO 2ND STORY, NEW 440 DETACHED GARAGE, 110 SF BALCONY, 1024 SFREMODEL AREA FEE '- - AMOUNT Total Fees: -, . Total Payments To Date: Balance Due: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exaction." 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 anyother required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section• 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees /exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. J ,c. • .- , • . . ••: ' • -- • "4 . B(iilding Division • . ' . - . 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f www.carlsbadca.gov City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 ,0930-2011 .. .•,' . Residential Permit PermitNo:CB101226':. - .• ' ,g Inspeètion Request Line (760)602-2725 Job Address: 1199 TAMARACK AV.CBAD' Permit Type: RESDNTL.': '. Sub Type: RAD Status: ISSUED Parcel No: 2062610300 - ., Lot #: 0 Applied: 07/02/2010 Valuation:; $270,585.00 .. . Construction Type: 5B Entered By: LSM Occupanci Group: . . - Reference #: Plan Approved: 09/30/2011 # Dwelling Units: ' 0 -, - Structure Type: Issued: 09/30/2011 Bedrooms 0 .", ... Bathrooms: 0 Inspect Area: Project Title: PINNOW,RES , .. Orig PC#: ADD NEW 449 SF TO 1ST.STORY,1215 SF TO 2ND-STORY, Plan Check # • NEW 440'-' DETACHED GARAGE, 110 SF BALCONY,1024 SF REMODEL AREA. Applicant: Owner wnE I NN A&RONDA S 1199 AMARACK VE 92008/ N CARLSBAD CA 92008.. . 7 - CARL PINNOW CHRISTOPHER A&RONNDA~'S",- SBADCA 7604942617 Building Permit ,. I '±S /7 •$1,268.37 Meter Size \ Add'l Building Permit Fee /. $0.00 AddI Red. Water Con. Fee $0.00 Plan Check / 7 - $824.44 Meter Fee \ \ $0.00 Add'l Plan Check Fee - -'$0.00 SDCWA Fee \T7 \ $0.00 Flan Check Discount - . / .. . - $0.00 . CFD Payoff Fee \ $0.00, Strong Motion Feel I . $27.06 F,(3105540) $0.00 Park in Lieu Fee . I '' $0.00 ,PEF(4305540) I 1'J $0.00 Park Fee - - I- - '$0.00 LLicense Tax (3104193) I $0.00 - LFM Fee . . $0.00 '.Li6ense'Tax(4304193) $0.00 Bridge Fee . $0.00\ .Tffic1 impact Fee (3105541) I $0.00 Other Bridge Fee . . $0.00 't Trffic$ Impat Fee(4305541) I I $0.00 BTD #2 Fee , $0.00 I SiIe,alk Fee?, 3 ii I I $0.00- BTD #3 Fee \ $0.00> \ . PLUMBINGrOTALI7' / / $69.00 Renewal Fee . $0.00 , I--ELECTRICAL TOTAL / / $35.00 Add'i Renewal Fee \ \ ' - $0.00 \' MECHANICAL -TOTAL / / $55.00 Other Building Fee $0.00 . Housing Impact Fee / / $0.00 HMP Fee - 5' $0.000RFH6tisirigl6Lieu Fee / / $0.00 Pot. Water Con. Fee \ ' $0.00 140" Credit FeeT / $0.00 Meter Size" . \ - ' Master Drainage Fee ' / $472.80 AddI Pot. Water Con. Fee . \ $0.00 Sewer Fee - / $0.001. Red. Water Con. Fee . . '<1 $0.00 Additional Fees $0.00 -; Green Bldg Stands (5B1473) Fee $8.00 FiiFe_SprinklerFees Green Bldg Stands Plan Chk Fee "- ?/ /j.J ( ( ') \ 'TOTAL PERMIT FEES $2,759.67- Total Fees: $2,759.7.Total Payments To Date: $2,759.67 Balance Due: $0.00 r FINAL APPROVAL Jnspector:. - -' _ Date: Clearance: NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as '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 SeOtion 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar ap'plication processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have rrviouslv heen niven a NOTICF similar to this or as to which the statute nt hmitatinns has nreviniishi ntherwise evrererl 12 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 09-30-2011 Permit No:SW100166 Job Address: 1199 TAMARACK AV CBAD Permit Type: SWPPP Status: ISSUED Parcel No: 2062610300 Lot #: 0 Applied: 07/02/2010 Reference #: Entered By: LSM CB#: CB101226 Issued: 09/30/2011 Inspect Area: Project Title: PINNOW RESIDENCE Tier: I PINNOW RES-AND NEW 380 SF TO 1ST STORY,972 SF TO Priority: L Applicant: Owner: PINNOW CHRISTOPHER A&RONDA S PINNOW CHRISTOPHER A&A S 1199 TAMARACK AVE 1199 TAMARACK '4 CARLSBAD CA 92008 CARLSBAD CA 9ZO 7604942617 .e( Øç Emergency Contact.iQv (p / CHRIS PINNOW 760 434-2617 SWPPP Plan Check $45.00 SWPPP-Inspections $54.00 Additional Fees $0.00 TOTAL PERMIT FEES $99.00 Total Fees $99.00 /Jotal Payments To Date $99 00 Balance Due $0.00 CITY OF 6U-) 10 0 / Plan Check No Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value 760-602-2717/27,18/2719 W• (, (), ( rax: 100-OUL-ø3Dö www.carlsbadca.ov CARLSBAD 11-191111 LD ate JOB ADDRESS II'? T&y-rci,re /( I SLHTE#/SPACE#/UNIT# I APN - - 03 - zo6 hj'ertt CT/PROJECT # LOT # PHASE # a OF UNITS # BEDROOMS j # BATHROOMS BUSINESS NAME I CONSTR. TYPE I OC GROUP J I i I rNT I DESCRIPTION OF WORK: include Square Feet ofAffectedArea(s) IL - %'qo t? pi .0 1 -r tS•+O."aA 1fi0 ti /476 I 10 Mew u0D,$7ç) (( \ EXISTING USE PROPOSED USE IGARAGE (SF) PATIOS(SF) AIRCONDITIONING IFIRESPRINKLERS rt.ile. v' 1DECKS(SFt) IFIREPLACEIXS" YES Rr #L.. NOD YES 0 NOX YES 0 NO' CONTAC1IAME (if DitMee.bj Fom Applicant) APPLICANT NAME C/STO/1é2 /!\i/\I O\J1 ADDRESS ADDRESS Tamocci? CITY STATE ZIP CITY STATE ZIP q O' 8 PHONE - FAX . PHONE &o 2/3't-'24/7 FAX EMAIL . EMAIL ,(_z PROPERTY OWNER NAME j4 4 CONTRACTOR BUS. NAME ADDRESS (t41_Ta__rick A utevioe CITY STATE ZIP C&k,bt3ct CITY STATE ZIP CPç 612040,5 PHONE ?( O 43q-2/0-7 I FAX PHONE FAX _____________________________ EMAIL IYflOLL ® e'I-z,ere,' EMAIL ARCH/DESIGNER NAME & DRESS I -RYL STATE UC. # ( (22k2 STATE UC.# CLASS I I CITY BUS. LIC.e I (Sec. 7031.5 Business and Rofessions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers Compensation Declaration: thereby affirm under penalty of perjury one of the following declarations: - O I have and will maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 370001 the Labor Code, for the performance of the work for which this permit is issued. C3 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 workers' compensation insurance carrier and policy number are: Insurance Co. . Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. , Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, dam es ovid ion 3706 of the Labor code, Interest and attorney's fees. CONTRACTOR SIGNATURE ______ • OAGENT • DATE 7J7(f0 I hereby affirm that am exempt from Contractor's License Law for the following reason: 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 properly 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). 0 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 loan owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). efl—i exempt under Section _____________Business and Professions Code The this reason: b1nally plan to provide the major labor and materials for construction of the proposed properly improvement. Yes 0 No have not) signed an application bra building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): I plan 10 provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name! address! phone! contractors' license number): I will provide some of the work, bull have contracted (hired) the following persons to provide the work indicated (include name! address! phone! type of work): ,PROPERTY OWNER SIGNATURE OAGENT DATE /'7 110 ocØo Is the ppnt 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? 0 Yes XNo Is the applicant or future building occupant required to obtain a permit froh the air pollution control district or air quality management district? Ci Yes Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes *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. cxci21 e1ooc ixi - I hereby affirm that there is construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). I Lender's Name Lender's Address 'N41 I certify that l have read the application and state thatthe above information isa,rre1and thatthe Information on the plans Is accurate. I agree to cemptywtth all Cityordinanoes and State laws relatingto building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TOSAVE, 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 50' deep and demolition or construction of structures over 3 stories Is herght. EXPIRATION: Everypemlitissued by the Butting Official under the provlsionsof this Code shall ire by limitation and become null and void it the building orworkautho&ed bysuth pennitnotcommenced withbr - 180 days from the dateofsudipermila-if or work authorized by such pencil uspendedor abandoned at any time a erkIscommenced for a period of 180 days (Sedbn 106.4.4 Uniform Building Code). 'ZAPPLICANVS SIGNATURE DATE 7 '• .' . - S ' •' ,-.. .Y '•: •. 1 •-- - ......... - I '- 1 - . S . , •• S - - (city of .:;-. : ,: Cailsbad August26 2016 '' PermitNumberCB10122, Issue Date: September 30, 2011 1- - -- - -, I , -PINNOW CHRISTOPHER A&RONDAS PINNOW CHRISTOPHER A&RONDAS -. , 1199 TAMARACK AVE -- 1199 TAMARACK AVE ; CARLSBAD CA 92008 CARLSBAD .CA 92008 RE BUILDING PERMIT EXPIRATION ADDRESS 199T1"AMARAWA/ PERMIT TYPE: RESIDENTIAL PERMIT PLEASE CALL FOR AN INSPECTION IF WORK IS ADDITION/ALTERATION - COMPLETE -. Our records indicate that your building permit will expire by limitation of time on October 22, 2016 .5 'V •%, -The provisions of CBC, Section 105.5 as amended by the Carlsbad Municipal Code state: "EXPIRATION." Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within one hundred eighty calendar days .from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is -,."commenced for a period of one hundred eighty calendar days, or if the building or work authorized by such permit exceeds three calendar years from the issuance date of the permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within one hundred eighty calendar days of the date of permit issuance. Work shall be presumed to be stopped if the permittee j has not obtained a required inspection approval of work by the Building Official within each one hundred eighty day period upon the initial commencement of work authorized by such permit. S. I _Before such work can be recommenced, a new permit shall be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, and provided that no changes have been made or will be made in i z the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any permittee holding an unexpired permit may apply for an extension of time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons 'Pléäse check below indicating your intentions and return this letter to us. Project abndoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (must attach a letter of explanation) Renewal permit requested. S 4. •'• . • if the project has been completed and only a final inspection is needed, please call the inspection request line at 760- 602-2725. • . . . • %5 V• -S lfyou have any questions, please contact the Building Inspection Division at 760-602-2700. - -&.'- -V • V Rachel Cross. 1 •• ' -.Senior Office Specialist, . • - 5., , V. V •.' - 'Commünity&Economic Development - V • -I . Building Division I 1635 Faraday Avenue Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov -: -- - Rachel Cross From - _Rachel Cross Sent - Tuesday August 09 2016 4:32 PM To cpu1now@netzero corn Subject 1199 TAMARACK AV -.Mr. Pinnow The permit for the above address (CB101226) is due to expire 10/22/2016 and there has not been an inspection since .4/25/2016 If you need to extend the permit you will need to have a passing inspection or pay the extension fees of $634.18 payable at the Building Division front counter on or before 10/22/2016 We would appreciate a response by 10/22/2016 or the permit will be expired : - p 'Thank youfor you rattention, Rachel City of Carlsbad .1 -- Rachel Cross -. Snior Office Speialist Building 1. ,City of Carlsbad - 1635 Faraday Ave Carlsbad, CA 92008 - ..www.carlsbadca.gov t 760-602-2702 I 760 602 8560 fax l,rachel.c.ross@ca.rlsbadca.gov Facebook I Twitter I You Tube I Pinterest I Enews - -.• • t_• --- - - • - ,- February 25, 2016 * V (City o V V Carlsbad umber:- B101226 Issue Date: September 30, 2011 PINNOW CHRISTOPHER A&RONDA s V V PINNOW CHRISTOPHER A&RONDA S V• V1 199 TAMARACK AVE 1199 TAMARACK AVE V V CARLSBAD CA 92008 V CARLSBAD CA 92008 V - V V RE: BUILDING PERMIT EXPIRATION ADDRESS: 1199 TAMARACK AV - PERMIT TYPE: RESIDENTIAL PERMIT PLEASE CALL FOR AN INSPECTION IF WORK IS - ADDITION/ALTERATION COMPLETE V ,.' bur records indicate that your building permit will expire by limitation of time ril 25 2016 The provisions of CBC, Section 105.5 as amended by the Carlsbad Municipal Code state: "EXPIRATION." Everypermit issued by the Building Official under the provisions of this code shall expire by limitation and become null Vand void if the building or work authorized by such permit is not commenced within one hundred eighty calendar days frdm the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is , commenced for a period of one hundred eighty calendar days, or if the building or work authorized by such permit IL exceeds three calendar years from the issuance date of the permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within one hundred eighty calendar days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each one hundred eighty day . :.- period upon the initial commencement of work authorized by such permit. V V V V - Before such work can be recommenced, a new permit shall be obtained to do so, and the fee therefore shall be one half -the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not V exceeded one year. In order to renew action on a permit after expiration, the permittee shall V pay a new permit fee. -V Any permitte6 holding an unexpired permit may apply for an extension of time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and V -'stisfactory reasons. , Please check below indicating your intentions and return this letter to us. V Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (must attach a letter of explanation) Renewal permit requested. V V If the project has been completed and only a final inspection is needed, please call the inspection request line at 760- 602-2725. .if you have any cjijestion, please contact the Building Inspection Division at 760-602-2700. V :- *V S V V V Maria Emery V ,• S enior Office Specialist V' . Community & Economic Development Building Division I 1635 Faraday Avenue Carlsbad, CA 92008-7314 760-602-2700 1 760,602-8560 fI www.carlsbadca.gov - - V 3 -. &! -5 1' ?. q - - August 25, 2015 , city of * Cdrisbad. Permit Number1311D- 12 Issue Date: September 30, 2011 ; PINNOW CHRISTOPHER A&RONDA S PINNOW CHRISTOPHER A&RONDA S ' 1199 TAMARACK AVE 1199 TAMARACK AVE CARLSBAb CA 92008 CARLSBAD CA 92008 RE:. BUILDING PERMIT EXPIRATION ADDRESS: 19TAMARACKAV PERMIT TYPE: RESIDENTIAL PERMIT PLEASE CALL FOR AN INSPECTION IF WORK IS i -ADDITION/ALTERATION COMPLETE Our records indicate that your building permit will expire by limitation of time on October 24 2015 The provisions of CBC, Section 105.5 as amended by the Carlsbad Municipal Code state: "EXPIRATION." Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null ' nd void if the building or work authorized by such permit is not commenced within one hundred eighty calendar days from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of one hundred eighty calendar days, or if the building or work authorized by such permit < exceeds three calendar years from the issuance date,of the permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within :-' one hundred eighty calendar days of the date of permit issuance. Work shall be presumed to be stopped if the permittee ha& not obtained a required inspection approval of work by the Building Official within each one hundred eighty day period upon the initial commencement of work authorized by such permit. - Before such work can be recommenced, a new permit shall be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has riot exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. - Any permittee holding an unexpired permit may apply for an extension of time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and "satisfactory reasons. Pleas check below indicating your intentions and retun this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (must attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at 760- 602-2725. If you have any questions, please contact the Building Inspection Division at 760-602-2700. Maria Emery - Senior Office Specialist . - i..- . j. .• .- . . CommUnity & Economic Development * . .Building Division 11635 Faraday Avenue Carlsbad CA 92008-7314 1 760-602-27001 760-602-8560 fwww.carlsbadca.gov CCity of Carlsbad -- - ApH 8, 2015 Permit Number: CB101226 S Issue Date: September 30, 2011 "PINNOW CHRISTOPHER A&RONDAS PINNOW CHRISTOPHER A&RONDA S 1199 TAMARACK AVE 1199 TAMARACK AVE CARLSBAD CA 92008 •. CARLSBAD CA 92008 RE: BUILDING PERMIT EXPIRATION ADDRESS: ill 99TAMARACKAV PERMIT TYPE: RESIDENTIAL PERMIT PLEASE CALL FOR AN INSPECTION IF WORK IS ADDITION/ALTERATION COMPLETE Our records indicate that your building permit will expire by limitation of time on May 4, 2015 The provisions of CBC, Section 105.5 as amended by the Carlsbad Municipal Code state: " E X P I R A T I O N . " Every permit issued by the Building Official under the provisions of this code shall expire b y l i m i t a t i o n a n d b e c o m e n u l l and void if the building or work authorized by such permit is not commenced within o n e h u n d r e d e i g h t y c a l e n d a r d a y s : from the date of such permit, or if the building or work authorized by such permit is sto p p e d a t a n y t i m e a f t e r t h e w o r k i s commenced for a period of one hundred eighty calendar days, or if the building or work author i z e d b y s u c h p e r m i t exceeds three calendar years from the issuance date of the permit. .Work shall be presu m e d t 6 h a v e c o m m e n c e d i f t h e permittee has obtained a required inspection approval of work authorized by the perm i t b y t h e B u i l d i n g O f f i c i a l w i t h i n one hundred eighty calendar days of the date of permit issuance. Work shall be presumed t o b e s t o p p e d i f t h e p e r m i t t e e has not obtained a required inspection approval of work by the Building Official withi n e a c h o n h u n d r e d e i g h t y d a y period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and t h e f e e t h e r e f o r e s h a l l b e o n e h a l f the amount required for a new permit for such work, and provided that no changes h a v e b e e n h i a d e o r w i l l b e m a d e i n . the original plans and specifications for such work, and provided further that such suspensio n o r a b a n d o n m e n t h a s n o t exceeded one year. In order to renew action on a permit after expiration, the permitt e e s h a l l p a y a n e w p e r m i t f e e . Any permittee holding an unexpired permit may apply for an extension of time within w h i c h w o r k m a y c o m m e n c e u n d e r V that permit when the permittee is unable to commence work within the time period requir e d b y t h i s s e c t i o n f o r g o o d a n d satisfactory reasons. A , V V Please check below indicating your intentions and return this letter to us. . -. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (must attach a letter of explanation) - - Renewal permit requested; V-V * -If the project has been completed and only a final inspection is needed, please call the inspe c t i o n r e q u e s t l i n e a t 7 6 0 - - - 602-2725. - V - V • If you have any questions, please contact the Building Inspection Division at 760-60 2 - 2 7 0 0 . Maria Emery - V • Senior Office Specialist - V • -. •. . •. Community & Economic Development Building Division 1635 Faraday Avenue Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I rlsbadca.gov CITY OF '.CARLSBAD I Community & Economic Development www.carlsbadca.gov . December 3,2013 Permit Number: CB101226, Issue Date September 30 2011 ' PINNOWCHRISTOPHERA&RONDAS -. 1i99 TAMARACK AVE CARLSBAD CA 92008 -• RE: BUILDING PERMIT EXPIRATION ADDRESS: 1199 TAMARACK AV •, -PERMIT TYPE: RESIDENT!AL PERMIT PLEASE CALL FOR AN INSPECTION IF WORK IS ' ADDITION/ALTERATION COMPLETE Our records indicate that your building permit will expire by limitation of time on January 26 2014 Thé provisions of CBC, Section 105.5 as amended by the Carlsbad Municipal Code state: "EXPIRATION." Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within one hundred eighty calendar days -frorh. the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of one hundred eighty calendar days, or if the-building or work authorized by such permit 'exceeds three calendar years from the issuance date of the permit. Work shall be presumed to have commenced if the permitteehas obtained a required inspection approval of work authorized by the permit by the Building Official within one hundred eighty calendar days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each one hundred eighty day periodupon the initial commencement of work authorized by such permit. Before such work can beecommenced,a new permit shall be obtained to do so, and the fee therefore shall be one half the amount required fdr a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not 'êxceedëd one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any pérmittee holding an unexpired permit may apply for an extension of time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and / satisfactory reasons. ,. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. - No fee extension requested for 180 days. (must attach a letter of explanation) Renewal permit requested. • If the prójecthas been completed and only a final inspection is needed, please call the inspection request line at 760- 602-2725: If you hive any qUestiohs, please contact the Building Inspection Division at 760-602-2700. - - ,'JaneanHawney • - Office Specialist :• Buildin Division - - 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-2700 F 760-602-8560 • ALI CITY OF CARLSBAD Community & Economic Development www.cárlsbadca.gov May 3 2013 Permit Number CB101226 Issue Date: September 30, 2011 PINNOW CHRISTOPHER A&RONDA S 1199 TAMARACK AVE CARLSBAD CA 92008 - S RE BUILDING PERMIT EXPIRATION ADDRESS 1199 TAMARACK AV PERMIT TYPE: RESIDENTIAL PERMIT PLEASE CALL FOR AN INSPECTION IF WORK IS ADDITIONIALTERATION . COMPLETE .5' Our records indicate that your building permit will expire by limitation of time on June 25, 2013 jh&provisions of CBC, Section 105.5 as amended by the Carlsbad Municipal Code state: "EXPIRATION." Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null -and void if the building or work authorized by such permit is not commenced within one hundred eighty calendar days from'the date of such permit, or if the building or work authorized by such permit is stopped at any time afterthe work is commenced for a period of one hundred eighty calendar days or if the building or work authorized by such permit ecceds three calendar years from the issuance date of the permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized, by the permit by the Building Official within :, •.. one hundred eighty calendar days of the date Of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each one hundred eighty day period upon the initial commencement of work authorized by such permit. 4B'fore such work can be recommenced a new permit shall be obtained to do so and the fee therefore shall be one half - . tiie amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year.' In order to renew action on a permit after expiration, the permittee shall pay a new permit fed. Any permittee holding an unexpired permit may apply for an extension of time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and -. .satisfactory reasons. Please check below indicating your intentions and return this letter to us Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (must attach a letter of explanation) 1.- Renewal permit requested. "if .th& project has been completed and only a final inspection is needed, please call the inspection request line at 760- 602-2725.'-. If you have any questions please contact the Building Inspection Division at 760-602-2700 ."JaneanHawny •• * , S Office- Specialist Building Division 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T760-602-2700 F760-602-8560 -. 5S'. _/ - .,,Permit Type: BLDG-Residential Application Date: 07/02/2010 Owner: Work Class: Addition . Issue Date: 09/30/2011 Subdivision: PARCEL MAP NO 10262 Status: Cl6sed - Expired Expiration Date: 04/18/2017 Address: 1199 TamarackAv Carlsbad, CA 92008 - - lVR Number: 679229 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 07/12/2017 07/1212017 BLDG-Final 028588-2017 Failed Paul Burnette Reinspection Complete - Inspection - Checklist Item COMMENTS Passed BLDG-Building Deficiency No - L BLDG-Plumbing Final No - BLDG-Mechanical Final No -- BLDG-Structural Final No 4 •;. -. : BLDG-Electrical Final No -• - .- - - * -. 4 .7 • I • • - * )l -. -- I - _*• i • .- - *.i__• -. June 05,2018 Page 1 of 1 * VV V V VV VV•V V• -V - Inspection List Permut# CB101226 Type RESDNTL RAD PINNOWRES ADD NEW 449 SF TO 1ST STORY 1215 S :V Inspection Item Inspector Act V Comments 07/14/2014 11 Ftg/FOundatión/Piers PD AP .01/09/2014 16 Insulation PD AP V 01/09/2014 1,6 Insulation PD AP . 07/30/2013 33 Service Change/Upgrade PD AP 07/16/2013 18 Exterior Lath/Drywall PD AP A 06119/2013 34 Rough Electric PD AP V 12/27(2012 13 Shear Panels/HD's V V RD AP 12/27/2012 15 Roof/Reroof PD AP V08/28/2012 14 Frame/Steel/Bolting/Weldin PD AP floor V V 07/30/2012 14 Frame/Steel/Bolting/Weldin PD PA V 04/09/2012 11 Ftg/Foundation/Piers 10 PD AP 04/09/2012 31 Underground/Conduit Wirin PD AP 02/13/2012 13 Shear Panels/HDs PD AP @ GARAGE 02/13/2012 15 Roof/Reroof PD AP V 3/2012 92 Compliance Investigation PD PA 11/18/2011 11,'Ftg/Foundation/Piers JM AP GARAGE REAR & SIDE PATIOS - V V V V I - V • V V V V - V •VVV •V V -" V• 4 • V V V V • V V V V V :: - • - V V ••V.:-V •: • • V V V V V t_. City of Carlsbad Bldg Inspection Request For 04/09/2012 Permit# CB101226 Inspector Assignment PD Title PINNOW RES Description ADD NEW 449 SF TO 1ST STORY,1215 SF TO 2ND T STORY, NEW 440 DETACHED GARAGE, 110 SF A U fl• flF A flfl A Cr n n. nii A Mr A Type: RESDNTL . Sub Type: RAD . . Phone: 7604342617 Job Address:' .1199 TAMARACK AV Suite Lot 0 Location:- Inspector :0// OWNER - PINNOW CHRISTOPHER A&RONDA S Owner PINNOW CHRISTOPHER A&RONDA S Remarks Total Time' Requested By CHRIS Entered By JANEAN 'CD Description ., - Act Comments u/I 11 Ftg/Foundation/Piers 31 Underground/Conduit Wiring U Comments/Notices/Holds * Associated PCRs/CVs/SWPPPs Original PC# Inspection Histo Date , Description - Act Insp Comments ' 02/13/2012 13 Shear Panels/HD's AP PD @ GARAGE 02/13/2012 15 Roof/Reroof AP PD 01103/2012 92 Compliance Investigation . PA PD 11/18/2011 .11 Ftg/Foundation/Piers AP JM GARAGE REAR& SIDE PATIOS : -H. -- - - - •. .- • •• * .- --• *4 - Techiiicàl Field Servces, Inc Civil Engineering & inspection Project Name: TFS Project #: £I/2,75 Date: '/f5/, Day: Project Address Author City Client Budding Permit # C (i 21 Contractor:04, 4 Plan File # Foreman Type of inspection Weather r Code Report of work inpected I oberved - a C, 4- + / IJ P P rtd / (I ------------- ,4 dii o c67/ 4 A Ca Ails 7T LA i 3* , ,, ___ srip &, ,4i\ /2oi3, 7JvLd Ir C4, Ag j 4 Samples Taken Yes No \ '-: - - - - - Type Sise ____ Quantity in Sample inpector (- City CerL # 7 7 Jobsite Representative ICO # 6 W Type (j 1 ?rk - V - inspectorSinature. q., Hours ox. 1199 Tamarack Avenue, Carlsbad, California 92008 (760) 434-2617 .th '.'p j7' City of Carlsbad Bldg Inspection Request For 11/18/2011 Permit# CB101226 Inspector Assignment: PD Title: PINNOW RES . becription: -ADD NEW 449 SF TO 1ST STORY,1215 SF TO 2ND STORY, NEW 440 DETACHED GARAGE, 110 SF u- Au An^A Sl A rl- A Type RESDNTL Sub Type: RAD Phone: 7604342617 Job Address: 1199 TAMARACK AV -- Suite: Lot: 0 '- Location IiiSpCtO OWNER PINNOW CHRISTOPHER A&RONDA S Owner: PINNOW CHRISTOPHER A&RONDA S : Remarks: P M PLEASE FOR GARAGE & EXT FDN T Total Time Requested By CHRIS Entered By CHRSITINE '. CD Description Act • Comments P L b i 11 FtgIFoundation/Pie A Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# Inspection History Date Description Act insp Comments I-, I • . --• . •i_ 4 4- 4 .- _•_ . p. ..,, p. p -- I •• - - V - 4_• I • . -V Technical Fiek1 Services Inc. Civil Engineering &.lnspection Project Name: . TFS Project #: A/2 75 Date: Ji/j5 I Day:ie Project Address: U 4 l(2v4a(oc. Author: City Client Building Permit #: £!j iô i2.Z.(e Contractor: Plan File #-.' Foreman: of Inspection, ('44 dJ Weather: ode Report of work iniected I observed: U • . L) ____ 1) '/1. I / jV 11 ,,' d :D-t •iIin c • ic,d J,c- 44it V1IJ),ye5 V ie-r- , • I. I) - •1 U ,Q I' /)AA tttYm Ii1,,,) £u,e h4m e'ei''hd -lo /A€ 5k.,A wI 4WS Siay. z7I2,.i 4c,Y? roei/ _S de Crec('cc,,- -1 '-1- _ et pox U i •ILf) t i - / i• 0 '/. '-I €4L- ___ j,, 6fJ AM /4 4 0 bXem 'i" c&z' ,, ,,,J, /6/ poeL -u--cA€2,A A616w n 1-alez",~, 041-i ceJrP tu,L? v , Samples Taken: Yes ' No- _____ i o Type: Sis: Quantity in Sample: lnsPector:0 . City Cert. # 7-7/ Jobsfte Representative: ico# 5o'/5y99 ? Type: (I ihspctor Sihature Hours 0 T I :• . . I . 1199 1 a ma rack A triu,• . .irlshid, Ca Iiiornij 92008 "(40)"434 2617 'I ) - L AI I EsGil Corporation - * In (Partners/lip with government for Bui(iing Safety DATE: 09/30/2011 U1APPLICANT JURIS. JURISDICTION:- City of Carlsbad 0 PLAN REVIEWER• 0 FILE - PLAN CHECK NO.: 10-1226 SET: III PROJECTADDRESS: 1199 Tamarack Ave. PROJECT NAME: Pinnow 1st Story, 2nd Story and Detached Garage Addition ,The -plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transrnifted herewith will substantially comply with the jurisdiction's -;,,.codes when minor deficiencies identified below are resolved and checked by building .• department staff. .. The plans transmitted herewith have significant deficiencies identified on the enclosed check list andshould be corrected and resubmitted for a complete recheck. ,Thecheck list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck Li'The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant - - contact. person. The applica'nt's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # - - - Date contacted: -. - (by: - Fax #: - Mail Telephone Fax In Person REMARKS Chris Pinnow will hand carry the plans to the City of Carlsbad 09/30/2011 By Aaron-Goodman . . Enclosures: - " EsGil Corporation - - El GA 171 EJ [1 PC 09/30/2011 ol ., •4 .. t_ . '. •. - 4 - 4.- - . - S + 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576' ,- - - - S • 4 - •4 •__ '4 - t • -+4 - 4 . - - 4 EsGul Corporation In (Partners/lip with government for (Bui(&ng Safety bATE: 09/30/2011 U PRLICANT 0 =VIEWER .'JURISDICTION:City of Carlsbad U L3 FILE PLAN CHECK NO.: 10-1226 SET: III PROJECT ADDRESS 1199 Tamarack Ave f PROJECT NAME: Pinnow 1st Story, 2nd Story and Detached Garage Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. LI 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 Christopher Pinnow • cpinnownetzero corn Esgil Corporation staff dud 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 Christopher Pinnow Telephone # 760-434-2617 Date contacted: (by: PC,) Fax #: C.Mail'— Telephone Fax, In Person LII REMARKS By Aaron Goodman Enclosures EsGil Corporation 171 GA LI EJ LI PC 09/27/2011 t r. 9320 Chesapeake Drive Suite 208 • San Diego California 92123 • (858) 560-1468 • Fax (858) 560-1576 - - . - :1 •• . i r • City of Carlsbad 10-1226 ' 09/30/2011 1 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit three new complete 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: H: 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. A 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 F complete. . 2: Reminder: All sheets of plans must be signed by the person responsible for their. preparation. (California Business and Professions Code). -",. . * ..- 25. Please pro'ide a wind analysis to compare to the seismic analysis to show which controls. All structural calculations shall be sealed and signed by a CA State Licensed P.E. All structural sheets and structural details shall be QCed, -sealed and signed by the same engineer that performed the structural * .- . .-'- calculations. 26. There are not enough structural framing details to provide a structural plan check. Please provide complete structure plans, sections, details, connections," . references, etc. necessary to show compliance with the CBC. After complete plans are provide a structural review will be performed. Structural calculations shall bear the seal and signature of the CA State Licensed P.E. The structural ;- plans and calculations continue to be incomplete. For example: Sheet S100.5 is :' .- • titled First floor framing but is actually the second floor framing plan. According to the calculations, + " the tension ring continuity runs along gridline "F" which has not been identified on this sheet, S1OI . or S102 and it appears that FB 3 should be at gridline "F", not "E". Please correct all plans and calculations that are affected. Continuity in the load path at Gridlines A14 at the, • ' second floor framing level, at gridline Pat the second floor level framing and the roof framing plan shows no ceiling joist or collar ties connections collectors etc to transfer loads to the lead .. "-• . - (Continued on the next page) .. 41 -F • s- • • • 4 . City of Carlsbad 10-1226 . V.. 09/30/2011 resisting elements of the structure. The West elevation on Al 01 is showing a 6 foot cantilevered roof at the second floor Study/Guest with no framing plan on SI 02 to justify the cantilever. THIS IS NOT AN EXHAUSTIVE REVIEW OF THE STRUCTURE. WHEN COMPLETE STRUCTURAL PLANS ARE SUBMITTED, SEALED AND SIGNED BY THE ENGINEER RESPONSIBLE FOR THE . CALCULATIONS, A STRUCURAL REVIEW WILL BEGIN. The load path around grid lines A - C and grid lines .8 - 4.5 continue to be 64 a challenge. Please provide load calcs for gravity and lateral loads for the - FB and foundation in the load path in this area. Please show all footings for all shear walls and spread footings for bearing posts in this area. 27. Provide complete structural details on the plans with cross referencing as ' needed to show the structural framing will comply with the design calculations and building code requirements Section A106.1.1. See item 26 31. Povide vertical load calculations for framing members and footings. Section V A106.1.1. See item 26. * END OF REVIEW V 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. The juridiction has contracted with Esgil Corporation located at 9320 Chesapeake V 7.. '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 Aaron Goodman at Esgil Corporation. Thank you V •V . . * •V 4 V V . V * V * V V •VV V V - •. •VV I V . V V*_ •V EsGil Corporation In cPartners/iip with Government for Buitding Safety DATE: 08/29/2011 0 APPLICANT JURISDICTION: City of Carlsbad PtAN REVIEWER - FILE 'PLAN CHECK NO.: 10-1226 SET:!! S - PROJECT ADDRESS: 1199 Tamarack Ave. PROJECT NAME: Pinnow 1st Story, 2nd Story and Detached Garage Addition Eli The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's - codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list - and should be corrected and resubmitted for a complete recheck. + The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy 6f the check list is enclosed for the jurisdiction to forward to the applicant contact person. S The applicant's copy of the check list has been sent to: S Christopher Pinnow cpinnownetzero.com S LII 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. S S Person contacted: Christopher Pinnow Telephone #: 760-434-2617 ,Date contacted: 2-9 k (by: Fax #: EMail - Telephone - Fax In Person .REMARKS: By: Aaron Goodman Enclosures: EsGil Corporation - - LI GA E EJ LI PC 08/23/2011 - - .. . - 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 - : - H- - .City of Carlsbad 10-1226 08/29/2011 * NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. iJi notes in bold font are current. Please make all corrections, as requested in the correction list. Submit three new complete 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.-, .2. Reminder: All sheets of plans must be signed by the person responsible for their 'preparation. (California Business and Professions Code). 25. Please provide a wind analysis to compare to the seismic analysis to show which controls. All structural calculations shall be sealed and signed by a CA State Licensed P.E. All structural sheets and structural details shall be QCed, •. -, sealed and signed by the same engineer that performed the structural • calculations. J;., • • 26. There are not enough structural framing details to provide a structural plan heck. Please provide complete structure plans, sections, details, connections, . * •• • • references, etc. necessary to show compliance with the CBC. After complete .plans are provide a structural review will be performed. Structural calculations -. shall bear the seal and signature of the CA State Licensed P.E. The structural plans and calculations continue to be incomplete. For example: Sheet S100.5 is titled First floor framing but is actually the second floor framing . plan. According to the calculations, the tension ring continuity runs along • ' gridline "F" which has not been identified on this sheet, SIOI or S102 and * ' it appears that F13-3 should be at gridline "F", not "E". Please correct all plans and calculations that are affected. Continuity in the load path at • Gridlines N4 at the second floor framing level, at gridline F at the second • - floor level framing, and the roof framing plan shows no ceiling joist or . • - . collar ties, connections, collectors, etc to transfer loads to the load ..• •. • • • • . (Continued on the next page) H * *4 • • • •• 4 a, City of Carlsbad 10-1226 08/29/2011 resisting elements of the structure. The West elevation on AIOI is showing - a 6 foot cantilevered roof at the second floor Study/Guest with no framing * ' plan on S102 to justify the cantilever. THIS IS NOT AN EXHAUSTIVE REVIEW OF THE STRUCTURE. WHEN COMPLETE STRUCTURAL PLANS ARE SUBMITTED, SEALED AND SIGNED BY THE ENGINEER RESPONSIBLE FOR THE CALCULATIONS, A STRUCURAL REVIEW WILL a BEGIN. - 27. 4 4 Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Section A106.1.1. See item 26. Provide roof framing plan and floor framing plan. Section A106.1.1. See item 26. Provide vertical load calculations for framing members and footings. Section A106.1.1. See item 26. 33. Provide framing sections. No framing sections were provided. Section A106.1.1. '+ Se& item 26. What sections were provided are inaccurate and/or are : incomplete. - . . MECHANICAL . I. 34.1 A complete Mechanical plan review will be performed after complete plans are -' . * provided. No response. 35. Show on the plans the location, type and size (BTU's) of all heating and cooling. * appliances or systems. No response. - * . PLUMBING 40. Show water heater size (1st hour rating), type, and location on plans. No • -response. 47. New (2008 Energy) Residential ventilation requirements: - -. o Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to thern exterior. Note: CFM and noise rating ("Sone") must be specified on the * plans. A bathroom is defined "as a room with a bathtub, shower, or spa or -' some similar source of moisture". Show! Call out on the plans . Mechanical whole house ventilation must be provided. Include the following ' information: Fan sizing (cfm), "Sone" specification, and the duct sizing and, . . .-. length. Note: The information must match or exceed the design found on CF-6R-MECH energy forms. No response. * - (Continued on the next page) 5 S. City of Carlsbad 10-1226 08/29/2011 . e All fans installed to meet the preceding requirements must be specified at a noise rating of a maximum I "Sone" (for the continuous use calculation) or 3 "Sone" (for the intermittent use calculation). No Response. For additions exceeding 1,000 sq. ft: Compliance with the above ventilation requirements must be shown on the plans. The whole house ventilation 4 CFM shall be based upon the entire (existing and addition) square footage, not just the addition. END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result" of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. S . .. Have changes been made to the plans not resulting from this correction . list? Please indicate: S '. .4 • S S Yes -U No U 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 Aaron Goodman at Esgil Corporation. Thank you 4 .5, .. • . 4 . - •. .4 .4 - : 44 •5, S 1 EsGul Corporation In Partners/itp with Government for 'Bui(dzn0 Safety DATE 07/13/2010 -PbkGA['JT - - 4. -• .. 144 JURISDICTION:'.City of Carlsbad PLAN REVIEWER 0 FILE .'-.PLAN CHECK NO.: 10-1226 SET:! PROJECT ADDRESS: 1199 Tamarack Ave PROJECT NAME Pinnow 1st Story, 2nd Story and Detached Garage Addition The plans transmitted herewith have been corrected where necessary and substantially comply with ,the jurisdiction's codes The plans transmitted herewith will substantially comply with the jurisdiction's code when minor deficiencies identified below are resolved and checked by building . '•• department staff. -. 'Th'e planstransmitted 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 applicanVs copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The pplicant's copy of the check list has been sent to: Christopher Pinnow • . cpinn6w(netzero.com 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 hristopher Pinnow Telephone # 760-434-2617 Date con)cted 7/f% (b43 Fax # e,Maf I VTT eIephone Fax In Person RE1ARKS .By:. Aaron Goodman. ., Enclosures: . EsGil Corporation EGA .E EJ E Pc 07/06/2010 .11 9320 Chesapeake Drive Suite 208 • San Diego California 92123 • (858) 560-1468 • Fax (858) 560-1576 .,-, . Cityof Carlsbad 10-1226 ' 07/13/2010, .:. PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES . PLAN CHECK NO.: 10-1226 . JURISDICTION: City of Carlsbad PROJECT ADDRESS: 1199 Tamarack Ave. FLOOR AREA: '. Proposed 1st fir. •. 449 SF STORIES: 2 Piopbsed 2nd fir. 1,215 V Prop9sed2fld fir. Balcony 95 . HEIGHT: 27.5 ft. •. Proposed Garage 440 i V t • .V V V REMARKS-., . V DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY . JURISDICTION: V ESGIL CORPORATION: 07/06/2010 . DATEINITIAL PLAN REVIEW PLAN REVIEWER: Aaron Goodman COMPLETED: .07/13/2010 V FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the International 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 V 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 construction comply with the 2007 edition of the California Building Code (Title 24), which adopts the following model codes: 2006 IBC, 2006 UPC, 2006 UMC and 2005 NEC. , The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied V V before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of - V the 2006 International 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 V - 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. V • 4 I V : . • • .. . 'p ,• ,.! I City of Carlsbad 10-1226 07/13/2010 'Please make all corrections, as requested in the correction list Submit three new complete 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 . t.'. , '-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 0f 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. .. • . , . , - 1;' * Reminder: All sheets of plans must be signed by the person responsible for their, preparation (California Business and Professions Code) 2 My calculation of added and remodeled square footage differs from what is called out on the plans Please correct as follows Proposed 1st fir. Addition = 449 sf.; 2nd fir. Addition = 1,311 sf.; Balcony = 95 sf.; Remodeled area = 1,024 sf. : '.. , •. -Specify on the Title Sheet of the plans the gross floor area of each element of • . this project, including dwelling addition, remodel, garage, balcony. Sec. :.'. A106.i.l. 3 , Please correct the governing codes as follows, stating that this project shall comply with the 2007 California Building Code, which -adopts the 2006 IBC, 2006 -. -• ' '. UMC, 2006 UPC and the 2005 NEC. 4 Please revise the section numbers and notes on the plans to match the 2006 IBC, as adopted by California Some notes are referring to the UBC, ICBO and 'older code sections. (GN sheets, notes on "A" sheets) 5 Provide at least two full height sections E / W & N / S, showing all components of construction from the foundation to the roofing material, including insulation values, stud floor joist, beams, rafter sizes, etc Plans deviating from conventional wood frame construction shall have the • '- structural portions signed and sealed by the California state licensed engineer or - ' architect responsible for their preparation, along with structural calculations.. (California Business and Professions Code) -.- .. , .1 . - . . . YCity of.Carlsbad 10-1226 07/13/2010 7 Sleeping rooms shall have a window or exterior door for emergency escape Section 1026 a) Windows must have an openable area of at least 5.7 square feet (5.0 square feet for grade-floor openings), with the minimum openable width ... ' 20" and the minimum openable height 24". The bottom of the clear opening shall not exceed 44" above the floor. The emergency door or window shall be openable from the inside to provide a full, clear opening without the use of any keys or tools 8. Please show compliance with the following in the Master Bedroom area. Every space intended for human occupancy shall be provided with natural ventilation and natural light by means of exterior glazed openings, or shall be provided with mechanical ventilation/artificial light Sections 1203.1 and 1205.1. a) The minimum net glazed area for natural light shall not be less than 8% of the floor area of the room served Section 1205.2. - b) .: The minimum openable area to the outdoors for natural ventilation shall. be 4% of the floor area being ventilated Section 1203 1 9 Glazing in the following locations should be of safety glazing material in , • accordance with Section 2406.3 (see exceptions): ,, a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the doo( in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface : . b) Glass railings, regardless of height, above a walking surface (including . • structural baluster panels and nonstructural in-fill panels) C ) : •Walls enclosing stairways and stairway landings or within 5 feet of the ". bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface :. 1 o: Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-- • .. ceilings shall be protected as required in IBC Section 712." 11: Guards: Please provide details and/or sections of all guards showing that the ., .design conforms to the following: (Section 1013): a) Shall be installed at all unenclosed floor openings which are located more '•'. - than 30" above the floor or grade below. b)• . Shall be installed, at open and glazed sides of stairways, landings and ramps located more than 30" above the floor or grade below. c) Shall be installed at balconies or porches more than 30" above grade or, floor below. (Continued on the next page) City of Carlsbad 10-1226 07/13/2010 d) Shall have a height of 42" (may be 34" along the sides of stairs) CBC -.- Section 1013. e) f) Shall have height 36" the a of (34" along sides of stairs). 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 inches. - i) In California, Section 1013.3 was amended to eliminate the wording which allows the 4' sphere to be changed to a 6" sphere for the upper portion of the guard g) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.7. h) Glass balusters shall be installed with a continuous rail along the top ' Section 2407.1.2. 12 .. Provide stairway and landing details Section 1009 Maximum rise is 7-3/4" and minimum run is 10" A nosing not less than .75 inch but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. Solid risers are required, or risers shall be sufficiently solid to prevent the - .. passage of a 4" sphere. Section 1009.3.3. Minimum headroom is 6'-8". Minimum width is 36" The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch 13 Handrails (CBC Section 1009.10): a) Handrails are required on each side of stairways (stairways within dwelling units only require handrails on one side) - b) Handrails and extensions shall be 34" to 38" above nosing Of treads and -. -. be continuous. - c) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. See Section 1012.3 ,.i I for alternatives. d) Handrails projecting from walls shall have at least 1-1/2 inches between ' - the wall and the handrail. e) Ends of handrails shall be returned or shall have rounded terminations or bends. (Continued on the next page) L • - - *•c 44 _,, .-.. ) - • 4 / . . --S '. City. of Carlsbad 10-1226 . 07/13/2010 . H 14..Provide details of the winding stairway complying with Section 10093 Minimum tread is 6 inches at any point and minimum 10 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 7-3/4 inches. A nosing not less than .75 inch but not more than 1.25 inches shall be .• provided on stairways with solid risers where the tread depth is less than 11 inches. . d) Minimum width is 36 inches. 15. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side with 1/2-inch gypsum board. Section 1009.5.3. 16 Provide an architectural floor plan of the detached garage 17. Provide a landing at the man door from the detached garage. A door may open . at a landing that is not more than 7.75" lower than the floor level, provided the . doordoes not swing over the landing. CBC Section 1008.1.4. • 18. Garage floors shall be sloped to drain to the main vehicle entry door or an approved drainage system Section 406.1.3. 19: Provide a detail of the spread footings shown on sheet S100 per the soils report. .2 0 Provide 10 mil. Thick moisture barrier per the soils report at all slabs See Si 00 21.. Show foundation bolt size and spacing at non-shearwall locations. Foundation bolt size and spacing for braced walls must be clearly shown On the foundation -, . .•.. '. s plan. . 22. Sill plate size and anchorage. 11 Anchor bolts shall be provided with square washers in accordance with Section 2305.3.11. Show the 3" square x S 0.229" plate on the plans. See note 1 under shearwall schedule. Specify size, ICC approval number and manufacturer of power driven pins, expansion anchors or epoxy anchors. Show edge, end distance and spacing. I Section A106.1.1. - Show size, embedment and location of hold down anchors on foundation plan. . SectionA106.1.1. -. Please provide a wind analysis to compare to the seismic analysis to show which' controls. All structural calculations shall be sealed and signed by a CA State S.. . LicensedP.E. . .- ... .t .: .. . S ,.. . * City of Carlsbad 10-1226 ' 0/13/2010 r26. .-there are not enough structural framing details to provide a structural plan check. Please provide complete structure plans, sections, details, connections,. - references, etc. necessary to show compliance with the CBC. After complete plans are provide a structural review will be performed. Structural calculations shall bear the seal and signature of the CA State Licensed P.E. ' .-:• 27 Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Section A106.1.1. 28. Provide truss details and truss calculations for this project. Specify on the plans . . - the truss identification numbers. If you do not intend to use trusses, please :- remove truss specifications and notes from the plans 29 Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the - truss calculations or a letter) Section A106.3.4. 1 30 Provide roof framing plan and floor framing plan Section Al 06 1 1 31 Provide vertical load calculations for framing members and footings Section A106:1.t . 4 I The seismic calculations provided calls out a 20 lb. floor live load. Please correct' to 40 lb for all vertical load calcs per CBC Table 1607.1. 33 Provide framing sections No framing sections were provide Section A106.1.1. ........ .. .. . . . MECHANICAL .., A complete Mechanical plan review will be performed after complete plans are provided. . 35 Show on the plans the location, type and size (BTU's) of all heating and cooling appliances or systems 36 Detail the dryer exhaust duct design from the dryer to the exterior. The maximum 4' length is 14 feet with a maximum of two 90-degree elbows CIVIC Section 5043 . ELECTRICAL 37 Show on the plan the amperage of the electrical service, the location of the - . service panel and the location of any sub-panels. If the service is over 200 " amperes, submit a single line diagram, panel schedules, and provide service - -- load calculations. .. 38 Show how electric service will be provided to the detached garage .', ..-. City of Carlsbad 10-1226 ' 07/13/2010 39: For a single-family dwelling unit, show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the - . dwelling CEC Article 210.52(E). This receptacle must be GFCI protected PLUMBING 40 Show water heater size (1st hour rating), type, and location on plans - • 41.' Note on the plans that "combustion air for fuel burning water heaters will be povided in accordance with the Plumbing Code". 42. . Provide a note on the plans: The control valves in bathtubs, whirlpool bathtubs,. .. ' showers and tub-shower combinations must be pressure balanced or thermostatic mixing valves CPC Section 414.5 and 418.0. 43 Specify on the plans Water conserving fixtures New water closets shall use no •. more than 1.6 gallons of water per flush, lavatories and kitchen faucets may not . exceed 2.2 GPM, and showers may not exceed 2.5 GPM of flow. CPC Section.;. 402.0. . ENERGY CONSERVATION \••. • - , . . • , 44. Provide a Prescriptive or Performance energy design to show compliance with •, -. . current 2008 energy efficiency standards. Information and Forms are available .- - • at: www.energy.ca.gov/tit1e24/2008standards. J 45 The regulations require a completed and signed Form CF-1 R (all pages) to be either imprinted on the plans, included with the plans, taped to the plans, or • "sticky, backed" on the plans 46 Show on the plans compliance with the residential energy lighting requirements (Mandatory requirement) . • a) f In the kitchen at least one-half of the wattage rating of the fixtures must be high efficacy with non-high efficacy fixtures switched separately. Note Approximately 3/4 of the fixtures will be required to be of the high efficacy variety. b) In bathrooms garages laundry rooms and utility rooms all fixtures must be high efficacy style or be controlled by a vacancy sensor. •' • c) All other rooms require any installed fixtures to be high efficacy or be • -' controlled by a vacancy sensor or dimmer. (Closets under 70 square feet a are exempt) (Continued on the next page) S • • • S 4 - .5. • . • S • 4 •. - .': .' City of Carlsbad 10-1226 07/13/2010 d) Outdoor lighting fixtures that are attached to a building are required to be high efficacy or controlled by a combination photo-control/motion sensor. * Note: Generally a high efficacy style of fixture is fluorescent, complete with -electronic ballasts. Regular incandescent, quartz halogen and halogen MR lamps do not comply. 47 New (2008 Energy) Residential ventilation requirements - Kitchens require exhaust fans (either intermittent/100 cfm or continuous/5 air. changes/hour), ducted to the exterior. Detail compliance by including a - complying exhaust fan or a ducted range hood to the exterior. Note: CFM - and noise rating ("Sone') must be specified on the plans . Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the exterior. Note: CFM and noise rating ("Sone") must be specified on the - . plans. A bathroom is defined "as a room with a bathtub, shower, or spa or , ' some similar source of moisture". .&- - Mechanical whole house ventilation must be provided. Include the following - ..' . information: Fan sizing (cfm), "Sone" specification, and the duct sizing and length. Note: The information must match or exceed the design found on -CF-6R-MECH energy forms. - Al fans instIIed to meet the preceding requirements must be specified at a - noise rating of a maximum I "Sone" (for the continuous use calculation) or 3. •- "Sone" (for the intermittent use calculation). For additions 1,000 square feet or less: Whole house or local (bathrooms and kitchens) ventilation is not required to meet the preceding ventilation requirements. Compliance must be demonstrated for CBC section 1203.4.2.1 (Bathrooms) however. -. '. For additions exceeding 1,000 sq. ft: Compliance with the above ventilation: - requirements must be shown on the plans. The whole house ventilation CFM - .shall be based upon the entire (existing and addition) square footage, not just - •' : - - the addition. . - - • - .:.- r (Continued on the next page) • : City of Carlsbad 10-1226 07/13/2010 END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result ' of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. V V e - -- Have changes been made to the plans not resulting from this correction list? Please indicate: ,. Yes U No J 4 4 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 Aaron Goodman at Esgil Corporation Thank you I I . I. - 0 -- 4-.... = -•." - -. -H . V .- * ... .- .. . I 4- ''4.H -. . -- -. tit y,.61 Carlsbad 10-1226 07/13/2010 [DO NOTPAY—THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO 10-1226 PREPARED BY Aaron Goodman DATE 07/13/2010 BUILDING ADDRESS: 1199 Tamarack Ave. Setl .BUILDING OCCUPANCY R-3 / U TYPE OF CONSTRUCTION V-B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) lstflr. Addition 449 .121.94 . 54,751 2nd fIr. Addition . 1215 121.94 148,157 Remodel - 1024 53.00 54,272 Balcony 95, 14.41 1,369 Detached Garag 440 / 26.61 11,708 -1 Air Conditioning Fire Sprinklers - TOTAL VALUE 270,258 Jurisdiction Code ' cb By Ordinance $1,268.37 Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance I $824 441 Type of Review Complete Review E Structural Only Other E Repetitive Fee - . , Repeats .. Hourly Hr. @ * - EsGH Fee I $710 291 -. • . Comments Addition and remodel Please see above for revised SF for permit fees - - - . Sheet 1 of I -. ,• . . , macvaluedoc + SKIS CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST E-36 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov DATE: //O PLANCHECK NO.: SW /676 BUILDING ADDRESS: f (9!2 A PROJECT DESCRIPTION: teL 4-iv, 4L ç i .cz2 7 --o 22i1' ASSESSOR'S PARCEL NUMBER: - / - -" EST. VALUE: / ) L17 L-/ .-.J ENGINEERING DEPARTMENT - -. - APPROVAL ' DENIAL The item you have submitted for review has Please see the attached list of outstanding issues marked with been approved.' The approval is based on 0. Make necessary corrections to plans or specifications for plans, -information and/or specifications compliance with applicable codes and standards. Submit provided in your submittal; therefore any corrected plans and/or specifications to the Building Dept. for 'changes to these items after this date, - including field modifications, must be reviewed resubmittal to the Engineering Dept. Only the applicable .by this office to ensure continued conformance sheets have been sent. 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. By: J Right-of-Way permit is required prior to 'construction of the following improvements: By: -, ,... •; ( By Date: S ' '• ' By Date: S "J • / /_' • fOROFlCIAL USE ONLY..--• ENGINEERING AUTHORIZATiON TO ISSUE BUILDING PEI By. * . ATTACHMENTS 5 ENGINEERING DEPT. CONTACT PERSON Q Engineering ApAlication S Name: KATHLEEN LAWRENCE -El Dedication Checklist City of Carlsbad 'E Improvement Checklist email: KathIeen.Iawrencecarlsbadca.gov S D: Neighborhood Improvement Agreement - Phone: 760.602-2741 Fax: 760-602-1052 0 Grading Submittal Checklist S -NOTE: If there are retaining walls associated with your -, -- 0 Reference Documents project, please check with the building department if - S S these walls need to be pulled by separate RETAINING - - - Right-of-Way Permit Application and Info Sheet WALL PERMIT. 0 Storm Water Applicability Checklist/Storm Water - - - - Compliance Exemption Form • - -, E.36 S - Page 1 of 7 REV 6/30/10 - f t Date: . - Date: '67< SITE PLAN V iST 3 RD 1. 'Provide a fully dimensioned site plan drawn to scale Show: North arrow G. iveway widths Exng&proposed structures Existingr proposed sewer lateral E;xiing street improvements I A ting or proposed water service " D.rerty lines (show all dimensions) i isting or proposed irrigation service • - •• gaments V K. Submit on signed /approved plans: Right-of-way width & adjacent streets DWG No. 2. Show on site plan: V Drainage patterns V V 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course V 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of o 2% to swale 5 away from building" Existing & proposed slopes and topography V . .. V •C. Size, type, location, alignment of existing or proposed sewer and water service(s) that serves V the project. Each unit requires a separate service; however, second dwelling units and . i, apartment complexes are an exception. . .'. D Sewer and water laterals should not be located within proposed driveways per standards 0 ,V 0 V 3. Include on title sheet: Site address ' V Assessor's parcel number Legal description/lot number . V V V - V VV V V For commercial/industrial buildings and tenant improvement projects, include: total building V 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. •V Show all existing use of SF and new proposed use of SF. - Example: V * V Tenant improvement for 3500 SF of warehouse to 3500 SF of office. V VV V - . EXISTING PERMIT NUMBER DESCRIPTION '•' V .' V V V V , VV V.. V V - - V V V•* 4V V •VV V - . - #V•VV • •••V , Lot/Map NO.: V V Subdivision/Tract: Reference no(s): 'V \ ''V • V V - E-3,6 V ' V - Page 2 of 7 REV 6/30/10 'V P .- DISCRETIONARY APPROVAL COMPLIANCE 4ST .,ND .RD .1 , EJ 0 0 4a. Project does not comply with the following engineering conditions of approval for project no. 0 0 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS D D 5. Dedication for all street rights-of-way adjacent to the building site and any storm drain o; LI\l utility easements on the building site is required for all new buildings and for remodels with a A value at or exceeding $ 17.000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. t A • ( ' - :. •': 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 requiredchecklist items • • and fees to the engineering department in person. Applications willnot be accepted by mail or fa)(. Dedication completed by Date Az. IMPROVEMENT REQUIREMENTS 'E1 0 6a. All needed public improvements upon and adjacent to the building site must be constructed I '' • at time of building construction whenever the value of the construction exceeds $_82.000.00, pursuant to Carlsbad Municipal Code Section 18.40.040.- Public improvements required as follows •• - E-36 - • Page 3 of 7 REV 6/30/10 + 'I 4 n .y 1ST 2N0 3R0 Construction of the public improvements may be deferred pursuant to 'Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 441.00 so, we may prepare the necessary - Neighborhood 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: ' - 0- 0 .' .- .0 Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the engineering department. . .. . ,' Neighborhood Improvement Agreement completed by: Date: 0' 0 0 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 ' -- GRADING PERMIT REQUIREMENTS . - * .. P4 .: -- 4 - The conditions that invoke the need for a grading permit are found in Section 15.16 of the : - Municipal Code. - Inadequate information available on site plan to make a determination, on grading ',-, - 1 requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and • 4. - , remedial). This Information must be included on the plans. 0 0 ' Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a.building permit. . 0 '. .0 - 0 Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required) All required documentation must be provided to your Engineering Construction Inspector. The inspector will then provide the engineering counter with a release for the building permit 0.. 0 0 7d No grading permit required - - 4 - --.. - :-f'.• ,--t'- -.. MISCELLANEOUS PERMITS - . •J-7"4-; '. , , - 8. A RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work 4-. - • adjacent to the public rightof-way. Types of work include, but are not limited to: street 2 'improvements tree trimming, driveway construction tying into public storm drain, sewer and water utilities Right-of-way permit required for - 4. . _, -• - - - , - &. - ,- . 4 - - '4- E-36 , .- * - - - Page 4 of 7 . REV 6W/10 * - * • .4-4 • - :'' • - • , - - : - - 2ND 3RD I 0 0 . fi 9. . . INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey. Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, ' Carlsbad, CA 92011, (760) 438-3941, Fax (760) 4769852. . -. STORM WATER '-S • . Construction Compliance 0 0 0 10a Project Threat Assessment Form complete fi lOb. Project Threat Assessment Form incorrectly completed. . fi. fi bc. Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached fonTl I 4 ' and return (SW 0 0 fi lOd. Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 . • . SWPPP, payment of processing fee and review by city. ; . Post-Development (SUSMP) Compliance jØi . fl 0 be. 'S Storm Water Standards Questionnaire complete. . E,' 0 0 b0f, Storm Water Standards Questionnaire incorrectly completed Please make the corrections, re-sign the questionnaire and resubmit with next submittal. . 0 lOg. Project is subject to Standard Storm Water Requirements. See city Standard Urban .5 • ; . .. Storm Water Management Plan (SUSMP) for reference. 0 0 - 1Oh Disconnect discharges per SUSMP. Do not connect runoff from impervious surfaces to storm drains without first discharging water over landscape areas. See SUSMP. - 10i Minimize use of impervious surfaces per SUSMP Redesign to reduce the excessive use of impervious area (pavement) on project Use a balanced design of pervious surfaces - ... .- (landscape area, planters, etc.) and impervious surfaces. See SUSMP. •- O 0 U l0j Trash storage areas must be designed per city standards (GS-16) to avoid contact with - .•• . storm runoff.' 0 10k. Project is subject to Priority Development Project Requirements. . 0 ;' .El 101. Prepare and submit a Storm Water Management Plan (SWMP). Requires payment of + I processing fee and review by city. 0 0 0 . lOm. Project does not comply with recommendations of the approved SWMP. Redesign to • . -' • comply and resubmit. - .•- -•• . • - -4- • J 2 -4, • S.- '4 ; -• - - - j I ,• .4 4_S ''." E-36 • - • - • - 1. . ••- - -. Page 5 of 7 REV 6/30110 . -- 5.• . . S - . • SI - - , FEES ST D RD 11. Re 're fees have been inageeeapphcabie entered in building permit Dra Added square feet - ' 0 Added square footage in last two years? - yes - no ' . Permit No. Permit No. - • Project built after 1980 - yes - no Impervious surface > 50% - yes no Impact unconstructed facility - yes - no 0 Fire sprinklers required - yes - no (is addition over 150' from center line) Upgrade - yes - no •' 0. No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. - - V •. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for S the life of the meter, the city will not accurately bill the owner for the water used. 4' . Where a residential unit is required to have' an automatic fire .. extinguishing system, the minimum meter size shall be a 1"meter. NOTE: The connection fee, SDCWA system capacity charge and the water V treatment capacity charge will be based on the size of the meter V ' - necessary to meet the water use requirements. - -' ',••. - . For residential units the minimum size meter shall be 5/8", except where V - V the residential unit is larger than 3,500 square feet or on a lot larger than • V one quarter (1/4) acre where the meter size shall be 3h: V V • If owner/developer proposes a size other than the "standard", then V V owner/developer must provide potable water demand calculations,' V which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is V V V V attached. Once the gpm is provided, check against the "meter sizing V • - V schedule" to verify the anticipated meter size for the unit. V V V V V • Maximum service and meter size is a 2" service with a 2" meter. * V 12b. Irrigation Use (where recycled water is j available) V • All irrigation meters must be sized by the landscape. architect based on the flow - V V , •• V • ' demand in gallons per minute (gpm) for the area to be irrigated. The minimum : size meter(s) shall be capable of supplying the peak irrigation water demand V 4 determined. If the project is a newer development (newer than 1998), check the - VV recent improvement plans and observe if the new irrigation service is V V :V • •, ' ' : • ' reflected on the improvement sheets. If so, at the water meter station, V V V the demand in gpm may be listed there. Irrigation services are listed with V V • V V V , a circled "I", and potable water is typically a circled 'W". V V V -• V - • - V;' •• V V , V,•• • , - • E-36' Page 2 of 7 REV 4/30/10 V V V V V V V V .: .• .5 ''S . •5 5 - - .. 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 (wl 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 the planning department landscape consultant 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 S 7 Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) 5• ' . Worse case zone (largest, farthest away from valve) S. . . . Total sprinkler heads listed (with gpm use per head) - . • Include a 10% residual pressure at point of connection ST 2ND 3RD 12c. Irrigation Use (where recycled water is available) . . Recycled water meters are sized the same as the irrigation meter above. If a project fronts a street with recycled water, then they should be connecting to this V ' 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 on which the - recycled water is there, but is not live (they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If recycled water is eventually supplied to the service connection and meter within one year of the original application for Water meter Permit, the -. U • customer must prepare and submit the San Diego County Water Authority's - "Capacity Charge Refund Request" form to CMWD for verification to request the -' . . . connection fee refund. - 0 '; 0 - 0 13. Additional Comments: S • • . -. - . . .5,.. . - ..5 - • U .5 - 5 5 •• •'• ' U . -. 1._f • S - . - - E-36 Page 7 of 7 • REV 4/30/10 ENGINEERING DEPARTMENT FEE CAL CULA TION WORKSHEET 0 Estimate based on unconfirmed information from applicant. 0 Calculation based on building planheck plan submittal. (l9J Address: Bldg. Permit No.Ci 0 Prepared by: Date: Checked by: Date: EDU CALCULATIONS:. List types and square footages for all uses. Types Use: 'SYUn of EDU's: q. Types of Use Sq Ft./Units: EDU's: Types of Use -' Sq Ft./Units: EDU's: - . Types of Use: Sq. Ft./Units: EDU's: -ADT CALCULATIONS List types and square footes for all uses -'Types Use: L4-- TJUnits: of • ADT's: '• Types of Use Sq Ft./Units: ADT's Types of Use: Sq. Ft./Units: ADT's: . Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: 46 WITHIN CFD: DYES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO .0 1. PARK-IN-LIEU FEE: NW QUADRANT NE QUADRANT SE QUADRANT SW QUADRANT ,t FEE/UNIT:-_________ X NO UNITS: =$ O 2. TRAFFIC IMPACT FEE ADT's./UNITS: X FEE/ADT =$ .. 0.3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 01ST. #3 ADT's/UNITS: X FEE/ADT: ' =$ •. ......... O 4. FACILITIES MANAGEMENT FEE ZONE:_________ ' UNIT/SQ.FT.: X FEE/SQ. FT. /UNIT: - . ' 0 5. SEWER FEE EDU's: X FEE/EDU =$ , BENEFIT AREA EDU's: X FEE/EDU: =$______________ - :,D 6. DRAINAGE FEES PLDA : HIGH /MEDIUM ACRES 7.-' (/ X FEE/AC =$ C1C72., f-t) ',. 0 7. POTABLE WATER FEES . - •• ,• . . UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION :. = .. F:\KATHYKATHYMASTERSFEE CALCULATION WORKSHEET.dOC2008.dOC . • Rev. 7/14/00 STORM WATER POLLUTION PREVENTION NOTES ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES - PROJECT INFORMATION Site Address: / / '1 TarrorteJ< Piv.,e. Assessor's Parcel Number: ZO D2)) 03 Project ID: 13/O—jZ2( Construction Permit No.)VV'/O Estimated Construction Start Date Project Duration Months Emergency Contact: Name: 24 hour Phone: 7'0 t34 -( I? Perceived Threat to Storm Water Quality E1 Medium çZJ'Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs - For City Use Only CITY OFC - AD STANDA7tWPPP - . .. . - . - • ,, Approved By: Date: - •, - -. • •, - 4 • - + Page 1 of — Pagel of 3 - - , . REV 2/2/10 CITY OF CARLSBAD STORM WATER COMPLIANCE FORM - TIER I CONSTRUCTION SWPPP E-29 Development Services, Engineering Department - 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STORM WATER COMPLIANCE CERTIFICATE " My project is not in a category of permit types exempt from the Construction SWPPP requirements - v' My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) I My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: '. located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or - disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I .CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR-CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. bc*o- OWNEReLQWNE'R'S AENJ NAME (PRINT) - .. bwNtRTSKWNEJ AGENT NAME (SIGNATURE) 'DATE E-29 A Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs . Management BMPs Pollution Control BMPs BMPs 16 2 16 2 • .E . a, C Best Management Practice c Cr 0 (BMP) Description -* I- E OO . a, L .4 O(U CL 0 : U - . .3_ ..i CD . CD a, -yj CD 0 a, 0 CD WO U) c/) U) o 0 U.. 0 CD 1)> CD U) .2 2 U) (L .! 0 U).E 0 U)1 C CD aC o ( a, >( . C .2 U) a. U) C. U) i o o CASQADesignation - . ' c c' ' t C9 1r C? 0C14 - ? r";- C ? 'T 12 C? C? (J Ui 0 W 0 W • () W U) W U) W U) Ui U) W CO W U) Ui U) • W Q - - U) z U) z CO z () z .Construction Activity Ui U) - Grading/SoilDisturbance Trenching/Excavation — — — - - - — — — — — — - — — — - — - — — — — - Stockpiling — — — - - - — — — — - - - — — — - — - — — Drilling/Boring - - - -- - -- Concrete/Asphalt Saw - 1.- cutting — — — - — — — — — — — — - — — - -- — - — , Concreteflatwork — — — - — — — — — — - - — — — — — — Paving . . — — --- — — — — --- -- ConduitiPipelnstallation -— - Stucco/Mortar Work L.. Waste Disposal — — --- — — — — — --x — - Staging/Lay Down Area — — — — — - — - — -- — - — Equipment Maintenance - - and Fueling Hazardous Substance. . . . . - - Use/Storage - Dewatering Site Access Across Dirt --- Other (list): — — - — — — — — — — - - — — — — - — — Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example - If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress' column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. ' - --U-- - ::. To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. . I. Page 2of E-29 - , Page 2 of 3 REV 2/2/10 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST 0. - . Plan Check No. CB10-1226 Address 1199 TamarackAv Planner Chris Sexton Phone (760) 602-4624 . APN: 206-261-03 . . Type of Project & Use: addition Net Project Density: 1.0 DU/AQ co O M Zoning: R-1 General Plan: RLM Facilities Management Zone: 1 cr .4 CFD (in/out) #_Date of participation:_____ Remaining net dev acres:_____ S (For non-residential development: Type of Iand used created by this permit: circle One . . .. . t• I. Q) W W .. ..c .c cc M Legend Item Complete tem Incomplete - Needs your action LI. LI- r Environmental Review Required: YES LI NO [I] TYPE . . ......DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: -LI LI Discretionary Action Required: YES LI NO LI TYPE APPROVAL/RESO. NO. DATE ,PROJECT NO. . . . OTHER RELATED CASES: . . Compliance with conditions or approval? If not, state conditions which require action. ' .5 Conditions of Approval: LI . Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES JK NO Li CA Coastal Commission Authority? YES D NO Q • . If California Coastal. Cothmission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or S H LI LI'. Habitat Management Plan , ' .'• Data Entry Completed? YES LI NO LI If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and - assess fees in Permits Plus •• ' (A/P/Ds, Activity Maintenance, enter CB#, toolbar,. Screens, HMP Fees, Enter Acres of Habitat Type - . 5 impacted/taken, UPDATE') LI LI Inclusionary Housing Fee required: YES LI NO E] (Effective date -of Inclusionary Housing Ordinance - May 21, 1993.) 1.' . .' Data Entry Completed? YES [-]NO LI (NP/Ds, Activity. Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee UPDATE') I t •I • , - -I - • - .:-. •? ' . I' '- • H:\ADMIN\Template\Building Plancheck Review Checklist.doc -Rev 4/08 • . . , SitePlan: LIII LI 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 (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. - Policy 44— Neighborhood Architectural Design Guidelines N El LI.. 1. Applicability: YES NO LI Eli LI 2. Project complies: YES [I] NOD 1 •• Zoning: . .1. Setbacks: Front Required 20 Shown 20 Interior Side: Required icY Shown 10' - . - 'Street Side: Required Shown Rear: . Required Shown 20Y Top of slope: Required Shown LI 2. ' Accessory structure setbacks: ti,j&ihgf I-I'jO 4 Pu) 101 uvvilOs fl Front: Required 20' Shown 20' J , - • Interior Side: Required 5-. Shown Street Side: • Required Shown - ' Rear: Required ...L Shown 5 Structure separation: Required icY Shown 3.. Lot Coverage: • Required >40% Shown- 47 - / 4. Height: . Required Shown 256" Detached garage -. Required >l4' Shown Ia 'I '1.12. roof p4'.k. - - 5. Parking: Spaces Required 2 Shown (breakdovn by uses for commercial and industrial projects required) Iii F Residential Guest Spaces Required Shown '(O Additional Comments 1) Is there any type of plumbing in the detached garage? If so, what is the plumbing drain size? 2) Is the detached garage required parking for the single-family residence? If so, are the interior dimensions 20'x22' with no stairs or water heaters within that area? a—What is the roof pitch of the detached garage? Please write it on sheet Al 03. ON—What is the percentage of the exterior walls being removed? Please write it on the plans. If more than 50% of the exterior walls are being removed, then a Coastal Development Permit will be required. Ofll%g 17 of •••. are 1041n OK tOISSU,E AND ENTERED APPROVAL INTO i -•, ;. • ,. , • ' . . • :• H:ADMiN\Tempiate\Buildiñg Plancheck Review checklist.doc Rev 4/08 e - - . .1 - * • •. •: (\T.A Jcit 1G1 14 ji7" 5 S' • y f,SD .-•--- --- - --*- - _4 Q /- S ô dPecLø CZ 44 - U A 3. ,/5 7j __- Ile in ___-EVLES_I53IIII _ -- ______ <OEi Zc ol S9 ms 7bI//5 4) 312 SMLf/5, --'' 21 L0'') SYS et /, — . ' 1 * 1 0 0223sw.o, • : y ____ C" 7 S DI T ooz zi _i 7 Lr (41)O Pei :da 7I Cox- 4 / i/k 4-29 f) )3W H 4-3 28,t2e) - i- Ll______ 7/, 76f S 41 747/ r / 7 (' 2 72L IL 15 37W A-LT12i) _ L - - (c I -- 1 _____ /.57 L404M 2.et/L 2OI4/7t 4l Zo) Zr kz : ,S? < j - 27 (q C A c 2i2 izsij/O3 ______ 4 -' 2J 6i i_Z" 7'9'2)12'__ 4r&/(7)33 7 toe /b 1/'L? 7t'7 • f 'I /46 w- ] 16-? /47 9S-,3 V •• - I 4 • - - r • '4 - : ,/7/,o (c: • I wm 1 1 ell, so ( 60 ll'9, 7 'S i 1 - - - •*1_. A2--< -Ir7oo __ - Z5 7 /__a_7b) LS - b/u) -___.•__- _____ _________ ____ ___ ___________ . - V• - cco 7 cL4-j lov 2.7'(b V V V : - S LiLJiO 10 U fle?J 12-7 S 1;;iJ )flir,,u) - d7/i/10 cloo 4 /W 2kLcf j b *0 lb - 37 Le Zr I1'1z 1 AIS4k/ 1z1k<476 - • - - -- -- - __------- - •.-• -• - - - - ' --,• - .• - I ___ - ,.-I V•V VV _V V - V V SIMPSON STRONG-TIE COMPANY INC. I IT, I (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. wwwVstrongtie.com - Job Name Pinnow Wall Name: Garage wall line Application: Garage Front V Design Criteria: V V V V - 2006 International Bldg Code *Seismic R=6.5 V V V * 2500 psi concrete - V * Alternate Basic or Basic Load combination V V V * ASD Design Shear = 930 lbs V V V Selected Strong-Wall® Panel Solution -, V . - V - -- ---------- V V V V Actual Shear & Drift Distribution: V,VVI.VVVV V V V V S V - -4 ,. 1-SW16x8x6 Is OK V •V - V - .... Notes::' V V5 V V V V • -Check that wall height "H" plus curb height (above slab) will attain overall rough header opening height (top of driveway - slab to bottom of header). - - The combined effect of the downward vertical axial load and overturning on the compression post of the Wood Strong- - " Wall® shearwall shall beevaluated by the Specifier as not to exceed the "C4" Allowable Vertical Load. -• V V V.4 jV V V V V V Portal Walls require a minimum 12 inch deep nominal header. . V •• . - -, Disclaimer: V V V It is the Designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed V V - V - applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson Strong-Tie V - Company Inc. at 1-800-999-5099. VVV.VV.V .V 'V . J Page I of I : V V V End Total Axial V Actual V - Model V Type W H I Sill Anchor Load Uplift (in) (in) (in) Anchor Bolts (Ibs) (Ibs) V V SW16x8x6 V Wood 16 90 5.75 2 - 5/8" 2 - 7/8" 600 5929 lb . V V Actual Allowable Actual / Actual Drift Model Shear Shear Allow Drift Limit V - (Ibs) (Ibs) Shear (in) (in) SW16x8x6 • 930 < 1175 OK 0.79 032 0.47 * SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099. 5956 W. Las Positas Blvd.,Pleasanton CA 94588 Job Name: Pinnow Wall Name: Entry wall line Application: Standard Wall on Concrete Design Criteria - -- - :. * 2006 International Bldg Code * Seismic R=6.5 *25()() psi concrete Alternate Basic or Basic Láad combination *ASD Design Shear = 2660 lbs '.. Selected Strong-Wall® Panel Solution: End Total Axial Actual Model Type W H T Sill Anchor Load Uplift (in) (in) (in) Anchor Bolts (lbs) (lbs) SSW24x9 Steel 24 105.25 3.5 NIA 2- r 1100 14316 lb Actual Shear & Drift Distribution: ,. - Actual Allowable Actual / Actual Drift Model Shear Shear Allow Drift Limit - . (lbs) (Ibs) Shear (in) (in) SSW24x9 2660 < 4285 OK 0.62 0.27 0.47 ..,- ••• .. 4 :-' -,,,I _SSVV24x9 is OK. Notes Disclaimer It is the Designers responsIbility to verify product suitability under applicable building codes. In order to verify de listed - -àppllcatIons please refer to the appropriate product code reports at www.strongtle.com or contact Simpson Strong-Tie Company Inc at 1-800-999-5099 - Page lofi - .- . I qj - PALOS Piease Respond To Please Respond To gZMEn'g ineering, A 1_s '_J 63 Valley Avenue 27520 Hawthorne Blvd. XTJRIJS Suite 101 Suite 250 Solana Beach Rolling Hills Estates, California 92075 California 8585098505 310541 5055 Civil and Structural Consulting 858 509 8515 FAX 310 541 0321 FAX sand iego©pvec.COm info@pvec.com I - Structural Calculations Prepared For Christopher Pinnow 1199 Tamarak Ave. • • Carlsbad, CA 92008 • • • Project lei • • •. Pinnow Addition '1199TarakAve. •.CarlsbadeA92008 S...... • 'P1:31 •-y*,,I:;:/ ::;.. .::.. AflthOfly..LOrnbardi ''• :... RCEC715I8, exp. 12/31/11 . . .... S..... • S ,.. ,•-A ( If 'Ju1y8,2O11J4'iktJlI - PVEC File No. b_3ct7 - 7D /6 r . . , - PALOS VERDES ENGINEERING CORPORATION 'U. 663 ValleyAvenue, Suite #101, Solana Beach, CA 92075 Telephone (858) 509-8505 Fax (858) 509-8515 1.0 Design Criteria: Pinnow Addition .0 Code 2010 California Building Code - ASCE 7-05 Timber: Dcuglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists DF-L #2 Posts & Beams DF-L #1 blue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Cantilevers Grade 24F-V8 (DFIDF) Sheathing: • , . Mm. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing Wood I-Joists TM 110,210,230,360,560 ICC ESR-1153 LVL, PSL 1.9E Microllam, 2 OE Parallam ICBO ER-4979 Concrete Compressive Strength @ 28 days per ASTM C39-96 - Footings f'c = 2500 psi Grade Beams: f'c=3000 psi Concrete Block: Grade N-I per ASTM C90-95, f'm = 1500 psi per ASTM E447-92 - Mortar Type S Mortar Cement per ASTM C270-95, Min. fm = 1800 psi @ 28 days Grout Coarse Grout w/ 3/8" Max Aggregate per ASTM C476-91, • ,:. Min. f'm=2000 psi 28days. . Reinforcing Steel: . #4 & Larger: . ASTM A615-60 (Fy = 60 ksi) #3 & Smaller ASTM A615-40 (Fy = 40 ksi) U •'O - - U • • Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels: ASTM A36, Fy = 36 ksi Tube Shapes ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes ASTM A53, Grade B, Fy=35 ksi I Welding Electrodes Structural Steel E70-T6 A615-60 Rebar E90 Series Bolts:-' - - Sill Plate Anchor Botls & Threaded Rods: A307 Quality Minimum Steel Moment & Braced Frames A325 (Bearing, U N 0) Soils 1500 psf Bearing Pressure References: - 1 . - ,,, .- U I .O LOAD LIST 2.1 Roof (Vaulted) : Roofing- . ' 3.0 psf - 15/32' Sheathing 1.5 psf Roof Framing 2.8 psf 5/8" Gyp..Bd. 2.8 psf i ."Insu1ationandMisc. 2.9 psf DL 13.0 psf ILL 20.0 psf Total Load = 33.0 psf , - , • • -•. . ••,,Y, '. . • 4 ., ••... 4 - - 2 I Walls : Exterior Wall , 7/8" Stucco 10.0 psf : A5/32" Sheathing 1.5 psf Studs @ 16"o.c. .,,2x4 1.1 psf ..- 5/8" Gypsum Bd. 2.8 psf '-Misc..06 psf IDL 16.0 psf Interior Wall 1/2" Gyp. Bd. (2 Sides) 2x4 Studs @ 16" o.c. Misc. 4.6 psf 1.1 psf 2.3 psf 'DL 8.0 psf Palos Verdes Engineering Corporation Consulting Structural Engineers 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 :Telephone (858) 509-8505 - Fax (858) 509-8515 - JOB SHEET NO OF_________ CALCULATED BY A.L. DATE 7/8/11 CHECK BY DATE SCALE JOB SHEET NO OF________ CALCULATED BY A.L. DATE 7/8/11 CHECK BY DATE SCALE I -LIM Palos Verdes Engineering Corporation Consulting Structural Engineers 1 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 - . Telephone (858) 509-8505 - Fax (858) 509-8515 `:2M LOAD LIST (CONTIN) 23 Floor Floor Cver .. 4.0 psf Sheathing . 2.3 psf ',- 2x F.J; . . . . 3.3 psf 5/8". Gyp. Bd. 2.8 psf .t Insulation and Misc.' 2.6 psf DL = 15.0 psf ILL 40.0 psf Total Load = 55.0 psf > 2.6 Wind ...'.. - . - 4••; •,. Ps 4AKzt*I*Ps30 (ASCE 7 - Equation 6-1) '4 . H P= 15.9 psf .j 4.. 45 T5.1 - 2 7 Seismic .- .5MSas 4, a. 1.281 -•---- '-. - .::- :SDS =(2/3)SMS (11.4-3) .. - ' '.S= 0.854 - - '- SDS Cs (R/!) 4. . . -''-Cs'- 0.131 : v CSWDL Equation 12.8-1 Applies .4 , - : V= 0.131 ,V/DL. . . ASD BASE SHEAR _______ - 4.VASD 14 V,Ô,,- 0.094 WOL a. WIND PARAMETERS Basic Wind Speed = 85 mph • . Exposure Cat = B A= 1.00 (fig.6-3) Ps30= 15.9 psf (fig. 6-3)': Kzt= 1.00 (fig. 6-4) 1= 1.0 (table 11.5-1) - USGS APPLICATION S,= 1.281 S1 = 0.482 .. F8= 1.00 F= 1.52 R= 6.5 1= 1.00 * - •' h= 20.00 -.--. Occupancy Category: 2. Site Class: D SEISMIC DESIGN CATEGORY S1<075 (11.6 ASCE 7-05) . (11.4.1 ASCE 7-05) •:- Ss>015 T =C * 1h 0.75= 0189 a t ' 11) Ta < (0.8)Ts, OK 1SS01/Sos , 0.571 k= 1.0 Ta<0.5 Seismic Design Category: D -' I Ld ! , -- • T- •, '-p .4. * Conterminous 48 States .: 2005 ASCE 7 Standard , ' Latitude = 33.153693 ' . Longitude= -'117.33240899999998 Spectral Response Accelerations Ss and SI Ss and Si = Mapped Spectral Acceleration Values Site ClassB-Fa=l.0,,Fv=l.0 Data are based on a.0.01 deg grid spacing .Period Sa (sec) (g) 0.2• 1.281, (Ss, Site Class B) 1.0 - 0.482 (Si, Site Class B) . S S • . .. I - .. 4 . .' iConterminous 48 States 2005 ASCE 7 Standard Latitude = 33 153693 Longitude = -117".33240899999998 '...Spectral Response Accelerations SMs and SMI . SMs=.Ea x Ss and SM1 = Fv x Si L - Site Class D - Fa = 1.0 ,Fv = 1.518 Period Sa (sec) (g) -02 1.281(SMs, Site Class D) --: 1.0 0.732 (SMI, Site Class D) 4-. ., •.4 -:'- 4'-•_ - ..Conterminous 48 States 1 2005 ASCE 7 Standard Latitude = 33 153693 Longitude =-II7 33240899999998 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x .SMs and SDI = 2/3 x SMI Site Class D - Fa = 1.0 ,Fv = 1.518 Period Sa (sec) (g) "'0.2 '0.854 (SDs, Site Class D) -1.0. 0 488 (SD1, Site Class D) '9 r '. • .4 44 . -. 4- 4 -.4 I t.V - Palos VrdesVErgineering Corp -. Title: Job # 663 Valley Avenue, Suite 101 Dsgnr: Project Desc.: ( .. Project Notes: "0 •__V ;&• - Print 11 JULH 2011 R-HM odeam - __A 1 License Owner PALOS.,VERDES,ENGINF-:3ai0l!l!iGIZI;M Description : RB-i -. .. Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method: Allowable Stress Design Fb - Compr 1000 psi E: Modulus of Elasticity 'Load Coiribination 2006lBC&ASCE7-05 Fb - Tension 1000 psi Eberid- xx 1700 ksi Fc - Prll 1500 psi Eminbend - xx 620ksi . Wood Species : Douglas Fir - Larch Fc - Perp 625 psi ,t 7. Wood Grade : No.1 Fv 180 psi '. •. Ft 675 psi Density 32.21 pcf -' Beam Bracing -, : Beam is Fully Braced against lateral-torsion buckling V - V Service loads entered. Load Factors will be applied for calculations. 'Beam self weight calculated and added to loads V V V.t r ;. ,LoadforSpan Number 1 V Load: D = 0.0390, Lr = 0.060 k/ft, Tributary Width = 1.0 ft -Uniform - V 'V :1Maximum Bending Stress Ratio = 0.7721 Maximum Shear Stress Ratio = 0.221 : 1 Section used for this span' 4x8 Section used for this span V 4x8 V V fb : Actual = 1,003.65psi fv : Actual = 39.83 psi FB : Allowable = 1,300.00psi Fv : Allowable = 180.00 psi V Load Combination •'- +D4.r+H Load Combination +D+Lr+H V V V - .Location of maximum on span = V 7.047ft Location of maximum on span = 13.436 ft V VSpan # where maximum occurs . = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection V :,•t Max Downward Live Load Deflection = 0.277 in - i Max Upward Live Load Deflection = 0.000 in V Live Load Deflection Ratio = - 605 ffr ,Max Downward Total Deflection = V 0.484 in V V "1 'Max Upward Total Deflection = 0.000 in *4:j Total Deflection Ratio = 347 - • •. • V Load Combination , V Max Stress Ralios Summary of Moment Values Summary of Shear Values Segment Length • V V Span # M V Mactual -design Fb-allow Vactual tv-design FvallowV Overall MAXimum Envelope V V Length = 14.0 ft V • 0.772 V 0.221 2.56 # 1003.65 1,300 00 V 0.67 39.83 18000 - •V3:.. V+D' V 7'Length =14.0ft . V 0.330 0.094 1.09 428.36 1,300.00 0.29 17.00 V 18000. ' - +04.+l-1 . V V . V Length= 14.0 it V V 1 0.330 0.094 1.09 428.36 1,300.00 029 17.00 . • V. '-180V00 - , +4r41 - - - VV • , V• V '4 -. Length 14.0 ft -. • -1 0.772 0.221 . 2.56 1,003.65 • 1,300.00 0.67 3983 180.00 " +Oi0.750Lr+0750L*H V V Length 14.0 ft - V• •V' 1 0.661 0.190 220 859.83 1,300.00 0.58 34.12 180.00 - V VV;VVç Overall Maximum DefIectIonsH Unfactored Loads + Load Combination . Span Max. Deft Location in Span Load Combination Max. *+* Deft Location in Span - - 0 + Li + L. V • ••,V " - 1 V. • 0.4840 7.047 V 00000 0.000 - - t--.• Palos - Vrdes Engineenng Corp . . Title: Job# 1 It 663 Valley Avenue, Suite 101 Dsgnr: '.11 'I, - - S Project Desc,: - - Project Notes 7 ' Prinled: Ii JUL 2011, 8:26AM r Wod Beam Des in Fe \\Rsf I 7NERCALCi INC. 1983-2008, VQT.* J ,Description: RB-i Mamu'mDeflec ns::forLoad•Combinations LJnfactored .Loa Load Combination Span Max. Downward Defi Location in Span Max. Upward Defi Location in Span - 0 Only . 1 0.2066 7.047 0.0000 0.000 .LrOnly-- - 1 0.2774 7.047 0.0000 0.000 . Lrt Only - 1 0.2774 7.047 0.0000 0.000 . 1D + Li + L 1 0.4840 7.047 0.0000 0.000 iIii uti re -cal Re Support notation Far left is#i Load Combination Support 1 Support 2 Overall MAXimum - 0.733 0.733 bOnly. 0.313 0.313 -; - .LrOnly,.- . - - 0.420 0.420 ' Lr+L Only Ix 0.420 0.420 - S T. D -Lr + L5 • - 0.733 0.733 5 - . S t_: --'-.;--:- ,- - • ,( It ,• . - S . _ -: -! -, ,- , - • .5 '5-- S. -. . '5 1 - •:: '--.,r' --, • . S., - - - : - - ,- •; • - •-k' II . -, - . S . . • - -- 4 .- ) . I'. . 5' S - --S _•_s•• .- S S - -, I •- . -: 'I i's,, • . - - 1. •S - . .'• - . -. -• - - S - - - - It S • 'S. -S. •• , -- - Wv - •• - ,H 1 - -. -.1 .'- •. - - : -:' . . • 1 S 1' • • - - 'S - •S '5 • S . -: •' , -. •- , S 5 - • .5 . - . •• S . S S • S - - • _ 43.51 .• 170.00, 18.98 .. ,170.00 - . 18.98 170.00 43.51 170.00 37.37 170.00 - . .Palos'verdeEngineering Corp. - Title: Job# 7 663 Valley Avenue, Suite 101 - Dsgnr: - Project Desc.: Project Notes ' Printed: 11 Jul 2011, 8:28A.1 = jIM1!YATE,M'Is71;*___ Description:. RB-2 - Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS - Analysis Method: Allowable Stress Design Fb - Compr 1350 psi E: Modulus of Elasticity ' Load Combination 20061BC&ASCE7-05 Fb - Tension 1350 psi Ebend-x.x 1600ksi • Fc - Prll 925 psi Eminbend - xx 580ksi' Wood Spcies_ : Douglas Fir - Larch Fc - Perp 625 psi - - . Wood Grade : No.1 Fv 170 psi -, Ft 675 psi Density 32.21 pcf ,-'Beam Bracing : Beam is Fully Braced against lateral-torsion buckling ' 17 I ds •- - --...,--. ied Loa - I Service loads entered Load Factors will be applied for calculations Beam self weight calculated and added to loads . - Load for Span Number 1 . . . , Varyinq Uniform Load: D(S,E) = 0.0->0.1170, Lr(S,E) = 0.0-4.180 klft, Extent = 0.0 ->> 15.0 ft, Tributary Width = 1.0 ft Varyinq Uniform Load : -D(S,E) = 0.1170-4.0, Lr(S,E) = 0.180->0.0 k/ft, Extent = 15.0 ->> 20.0 ft, Tributary Width = 1.0 ft. ' DE NSUMMAffY _ - Maximum Bending Stress Ratio = 0.727 1 Maximum Shear Stress Ratio = 0.256 : 1 Section used for this span. 6x12 Section used for this span 6x12 .. lb : Actual = 982.l2psi fv:Actual = . 43.51 psi FB : Allowable. = 1350.00psi . Fv : Allowable = 170.00 psi - •- ., . Load Combination • +D+Lr-'-H Load Combination +D+Lr-4-1 Location of maximum on span = 11.141 ft Location of maximum on span = . 19.060 ft. Span # where maximum occurs Span # 1 Span # where maximum occurs = Span # 1 iMaximum Deflection • . . . Max Downward Live Load Deflection = 0.353 in . I - Max Upward Live Load Deflection = . 0.000 in Live Load Deflection Ratio = 678 , .Max Downward Total Deflection = 0.629 in .. : : - Max Upward Total Deflection = 0.000 in . Total Deflection Ratio = 381 'f-'Maxrniu.nuF.orces&Stresses for;LoadCombinations: - Load Combination Max Stress Ratios - summary 01 moment Values Summary of Shear Values Segment Length . . Span# M V Mactual tb-design Fb-allow Vactual fv-design Fv-allow ,,uverall MAXimum Envelope Length =20.oft -. .•••._f• • . •t - * Length = 20.0 ft . .. .. . - -. Length=200ft Length =20.oft •; . I fO4O.750Lr-+0.750L*l . 'Length =20.Oft • - . I I 0.727 0.256 9.92 982.12 1,350.00 1.83 0.318 0.112 4.33 428.86 1,350.00 0.80 0.318 0.112 4.33 428.86 1,350.00 0.80 0.727 0.256 9.92 982.12 1,350.00 1.83 0.625 0.220 . 8.52 843.78 1,350.00 .1.58 ., ''•, Paloserdés Engineering Corp . Title: Job# ?J (.I . .' 663 Valley Avenue, Suite 101 Dsgnr: . -. ---... . Project Desc.: ... .- • Project Notes: Prind: 11 JUL 2011, 8:28AM - .. . . • 5 .i Fle0RSf.backuPlNelffodetlJobsonCAUO\TLl2011l26.1l:Pinnówliinnow.ec6 oo esign -t 1 eam E1ERCALC INC Description RB-2 . -, 4- - . •• .., ' OvII Mi fIctioi foads Load Combination Span Max. Defi Location in Span Load Combination Max. -s- Deft Location in Span 0 + Lr + L 1 0.6293 10.336 0.0000 0.000 ...• L111 ;--a- Deflections for Load Combinations Unfactored tMaximum 1 Loads ' Load Combination . Span Max. Downward Defi Location in Span Max. Upward Deft Location in Span - 0 Only . • 1 0.2759 10.336 0.0000 0.000 LrOnly . 1 0.3535 10.336 0.0000 0.000 -Lrt Only 1 0.3535 . 10.336 0.0000 0.000 D+Lr+L 1 0.6293 10.336 0.0000 . . 0.000 . - Support notation : Far left is #1 . Load Combination . Support 1 Support 2 Overall MAXimum 1.379 1.874 . D Only . 0.629 0.824 . . . .' .Is Li Only 0.750 1.050 5 Lr-'-L Onlj., • -. • 0.750 1.050 D + Li + L • - . 1.379 1.874 • . . - •.'f .. .; - 'S • - . .'t -•.- . . S . • . .r. •. • - t 'S. • . •.4 4 S. .. '.. ,-, • • . - . / ;. ,. '-.: i•r._ - . . . 'i_S•___ .;.'• Si S. .5 .• . .. 1. . . 4-•• ;. .!-.-- - - • -.5-, S4;•) • - ' ,- 4'. 'S . - .. . S -. ., . . . • .-i1--'--' .:'' 4 •:' ,-,-. - : • ' • S • -5. ,... . - - -. . . . • ':''' •-- . . 4. • . • . • . . . % :- .S.• / . . - . .5' S 5., - - •• - - . • . . -. .. - . • 1 -. .. 5• . S I . :- • . • . • - - .5. .5 •'_'•_; ;S .• . - -, •--:-:.:- 5,_ - - -. .. S 5 . - - ,- .• •.5 .., .PalosV,edes Engineering Corp ., 663 Valley AvenUe, Suite 101 _4 -4.•_• .' ._&_ - 4 l;.1 ... j- - : 9d 9n - Title: Job# ) Dsgnr: Project Desc.: .- Project Notes: ti - Printed: 11 JUL 2011, 8:4041 FUn Ufisf-backi eFoldo Jobs on CADDVr1.4201 1126-11-Prnnow'rptnnow ec8 r " ', 4j4ENERCALC AN 1902008 Ver6O19 N1099O * _•_•____ -. 'Description: .RB-3 I - Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS • ,' ' Ahalysis Method: Allowable Stress Design - Fb - Compr 2900.0 psi E: Modulus of Elasticity Load Combination 20061BC&ASCE7 05 Fb Tension 2,900.0 psi Ebend xx 2000 Oksi :'•' -- i::. .-. - . Fc - Pril 1,600.0 psi Eminbend - xx 1,300.0ksi •... -- ' Wood Specie : TrussJoist . Fc - Perp 650.0 psi Wood Grade : ParalIam2.OE . Fv 290.0 psi Ft , Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 1,000.0 psi Density 34.150pcf 4..•; >. . _Service loads entered. Load Factors will be applied for calculation. 'Beam self weight calculated and added to loads . .' Load for Span Number 1 . . . Varying Uniform Load D(S,E) = 0.0->0.1 170, Lr(S,E) = 0.0->0.180 k/fl, Extent = 0.0 ->> 15.0 ft, Tributary Width = 1.0 ft . # Load for Span Number 2 . -Varying Uniform Load D(S,E) = 0.1170-4.0, Lr(S,E) = 0.180-4.0 k/ft, Extent = 0.0 ->> 5.0 ft, Tributary Width = 1.0 ft . Point Load D=1.5520, Lr=2.170k5.0ft 'T" Maximum n e Ratio 0.4841 Maximum Shear Stress Ratio = 0.298 :1 - . .e4Section used for this span - . 5.25x14.0 Section used for this span 5.25x14.0 ,- ' fb : Actual = . 1,403.99psi fv : Actual = 86.36 psi FB : Allowable = 2,900.00psi Fv : Allowable = . 290.00 psi .. . Load Combination . +-i-j-4- Load Combination . +D+Lr+H . ,,• - 'o. Location of maximum on span = 15.000ft Location of maximum on span = 15.000 ft ' .Span # where maximum occurs : = . Span # 1 Span # where maximum occurs = Span # 1 . MaxiroumDeflction - •: H Max Downward Live Load Deflection = -0.228 in ,I -: ' ,Max Upward Live Load Deflection = - -0.079 in . Live Load Deflection Ratio = 526 ...........- Max Downward Total Deflection: = ' 0.389 in - .l .Max Upward Total Deflection = -0.133 in - Total Deflection Ratio =308. . lb Load Combination . Max Stress Ratios . Summary of Moment Values Summary of Shear Values ' Segment Length Span # • M V Mactual • tb-design Fb-allow Vactual tv-design Fv-allow Overall MAXimum Envelope . • , -- Length = 15.0 ft , -. . I . 0.484 0.298 -20.07 1403.99 2,900.00 4.23 86.36 290.00 tLength 5.0 ft '., 2 0.484 0.298 -20.07 1,403.99 2,900.00 4.23 86,36 290.00 . , ..Length =15.O ft. .-.. I 0.204 - 0.126 .47 592.33 2,900.00 1.79 36.60 ' 290.00 '- . Length =5.oft ". . 2 0.204 . 0.126 .847 592.33 2900.00 1.79 36.60 290.00 •• •.'s -•• Length 15.0 ft - ' I -, 0.204 - 0.126 -8.47 592.33 2,900.00 1.79 36.60 - .i 290.00 - Length 5.0ft -. -. , 2 0.204 0.126 -8.47 592.33 2,900,00 1.79 36.60 290.00 • - . +0+Lr+t-1 - . - •- - . • Length 15.0 ft . •, - 1 - 0.484 . , - 0,298 -20.07 1,403.99 2,900.00 423 8636 290.00 r .' PalosVerdes Enineering Corp Title: Job# ( . 663 Valley Avenue, Suite 101 0sgnr V Project Desc.: Project Notes - Printed: 11 JUL 2011, 8:49A}.1 - '44 .4VVV oo ean esIgn. File: \iRst-baclwplNetFoldeiVobs on CADDVfl.\2011l25-11-Pinnowtpinnow.ec6 -e JiENERCALC INC 1983.2008 V&.' N10990 • Description : ' RB-3 * Load Combination Max Stress Ratios Summary of Moment Values Summary or Shear Values ' Sercient Length Span # M V Mactual tb-design Fb-allow Vactual tv-design Fv-allow V V -Length =5.oft. V 2 0.484 0.298 -2007 1,40399 2,900.00 423 86.36 290.00 -+O-+0750Lr-+0750L41 - V V Length = 15.0 ft - 1 , 0.414 0.255 -1717 1,201.08 2,900.00 362 7392 29000 V Length = 5.0 ft - - 2 0.414 0.255 -. • V V -17.17 1,201 08 2,900.00 3.62 73.92 290.00 ?-:WOveralI.MaxIrnumDefIections U acnfto redLoads - - Load Combination - - Span Max. - Defi Location in Span Load Combination Max. "+ Defi Location in Span 1' '• - V V V 1 0.0000 0.000 D+Lr+L -0.1329 9.262 . . D + Lr + L- - 2 0.3885 V 5.000 0.0000 9.262 -----r--=%r-n(nn Maximum Deflections for Load Combinations Unfactored Loads Load Combination Span Max. Downward Defi Location in Span Max. Upward Defi Location in Span V D Only . • 2 0.1609 5.000 0.0000 0.000 - Lr Only - 2 0.2276 5.000 0.0000 0.000 V - Lr+L Only, - . 2 - 0.2276 5.000 00000 0.000 . D+Lr+L V . 2 . 0.3885 5.000 0.0000 0.000 L~j , r,. .+iVei4V • -VVVV. . Maxim.um onsNe.rticaI.React, - Unfactored . . Support notation : Far left ls#1 V . V 4 Load Combination ... _Support 1 Support 2 Support 3 .) Overall MAXimum. • : -0.464 7.505 ' D'Only -. .- -0.141 3.212 • ' Lr Only - .. . . •. -0.323 4.293 - Lr+L Only 0.323 4.293 . . • ' , - . sD+Lr+L. . < . . -0.464 7.505 . • !•= V V S - S*V1 V ...,' . V • • I . __. • . . - ..: . ..- . . . :. 8.. . • .•. V - . ,. . 0 . .- -I -. '., , V • 4 . . . V • - I =,.• ,t 1 •• • ., ---V • . . . . . - . 1=• . V. . • - .. V 'V. V • . . -V • I,.' . I * • • . V 1 - •. V - 1 . . V • V 5I • V S - ••: ,•. 'V. -- V. - 'V-. ,:., •; -- V I .., •,' l,4' - , '', ,,", 4" . Palos 'Verdes Engineering Corp - Title: Job# 663 Valley Avenue, Suite 101 Dsgnr: -•.. -. r • Project Desc.: 1.' Project Notes: , •- -. Printed: 12 JUL 2011, 9:2741 eam D' i - ' :- 9 '. • F" f-b ckup\NefoId1JobsonCADDVrU201i -11 nnowtpinnow.ec6t , - L L1CALC INC 1983-2008 Ver 6019 N 10990' :;Descnption: RBA - _'_•'4 - -. - - 2 - 4! ... _14 S Material Properties • Calculations per IBC 2006, CBC 2007, 2005 NDS : - 'Analysis Method: Allowable Stress Design Fb- Compr 2,900.0 psi E: Modulus of Elasticity - .Load Combination 200618C&ASCE7-05 Fb - Tension 2,900.0 psi Ebend- xx " 2,000.0ksj .' . ' . - . - Fc-Prll 1,600.0 psi Eminbend - xx 1,300.0ksiy Wood Species : TrtssJoist Fc - Perp 650.0 psi .' - Wood Grade. ' : Parallam2.OE . Fv 290.0 psi • • - - • : Ft 1,000.0 psi Density 34.150pcf '- .Bearn Bracing : Beam is Fully Braced against lateral-torsion buckling - ---------- -.----...-...-------- -----------.--rn ............... -------- --.......... ...-.- ............... --- - ----- - --- ------ --------- - - - - ------------------------ ,4,,.-, •S_, ¼,, • . . - . •, I. . 4:., - . 00.l56 L40.24) 77!!1 , J*W t 35x1125 . .. . .:.- •..,. -' - • - : 155011 41, .4 4 -4 , '2 '• -- - .4, -. S -- ' . ,, • , , .4, . -. ' $iTd 7 - _ Service loads entered Load Factors will be applied for calculations. Beaiii self weight calculated and added to loads Load for Span Number 1 , .'- •• 'Uniform Load: 0 =0.1560, Lr = 0.240 k/ft, Tributary Width = 1.0 ft :42r11 !i4M ............... -*/,"' taxImumForces-&Stresses for Load Combinati.onsi , 4 Load Combination MaxStressRatios Summary of MomentValues -. SummaryofShear Values . Segment Length Span # • M V Mactual tb-design Fb-allow Vactual tv-design Fv-allow - Overall MAXimum Envelope . • - , .," Length 15.50 ft . , 1 0.682 . 0.363 12.17 1,978.47 2,900.00 2.76 - 105.21. 290.00 --.' Lèngth=15.50 ft' . .. I . ' 0.278 0.148 4.97 807.02 2,900.00 1.13 42.92 . 290.00 • O+L-i1-1 , Length 15.50 ft . -'.1. , ' 0.278 0.148 4.97 807.02 2,900.00 1.13 42.92 '-290.00 - - , • ++Lr4 - Length= 15.50ft - '' :' 1' - 0.682 0.363 12.17 1,978.47 2,900.00 2.76 105.21 - ,290.00, -- - - .O+0.75OLr40.750L4+-1 .: - . . - • . . 2•!, -. S 1 'Length 15.50 .. - I - 0.581 0.309 10.37 1,685.61 2,900.00 2.35 89.64 290.00 -"-'-'*`A- . ;-"r-, Qyerall:Maximu.rnDeflecns:;Unfagtored.Loads - : Load Combination Span - Max. '-• Deft Location in Span Load Combination Max. + Dell Location in Span D + Lr + L . - - • , I . 0.6406 . 7.802 0.0000 0.000 :i :.'' •' . Palos Verdes Engineering Corp * ' 663 Valley Avenue, Suite 101 .. Title: Job# Dsgnr: - Project Desc.: Project Notes: - . 5 Printed: 12 JUL 2011, 9:27AM • Description RB-4 MaximumDefIections for Load Combinations tinfactored Loads I Load Combination Span Max. Downward Dell Location in Span Max: Upward Dell Location in Span 0 Only 1 0.2613 - 7.802 0.0000 0.000 LrOnly - " . • 1 . 0.3793 7.802 0.0000 0.000 -Lr-'-L Only . . 1 0.3793 7.802 0.0000 0.000 D+Lr+L 1 0.6406 7.802 0.0000 0.000 Support notation Far left ,s#1 • Load Combination Support I Support 2 Overall MAXimum • • 3.141 3.141 . " •D Only - 1.281 1.281 . . • 'Lr Only " - 1.860 1.860 . Lr41 Only 1.860 1.860 D+Lr+L 3.141 3.141 - t t -• 4,, 4• . - . - - 4 .•••4• -. •-.. - . -. y., ç ...• r. - • . - -S... . '-'.. . .*•-•-•• -- - -, *-- .,.. . •- S . 4 .' , ..- .• - . 4' -• • . r - '5 •j'• *. I•* - . . I -, 8" 4. ". • ,- .S*4.,S 5' ... - 4. __•••*_.._• - -- S.. S_ - • I - - - - • - .. .: .';4.' .... -. S - '' S •.t .: •4 • . . -. 5 .-,-' - 1• •, • . - . . .5_S • - I - . •• * * - . -S • Service loads entered Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 - . Uniform Load: 0 = 0.0520, Lr = 0.080 k/ft, Tributary Width = 1.0 ft LI112'- ------- -------------------------- --- Bending Stress Ratio = 0.080 1 Maximum Shear Stress Ratio = 0.067 :1 jtSection used for this span 3.5x11.875 Section used for this span 3.5x11.875 . fb :Actual = . 233.45p5i N: Actual = 19.42 psi * Allowable = 2,900.00psi Fv : Allowable = 290.00 psi Load Coriibination +D+Lr+H Load Combination +D+Lr+H 'Location of maximum on span = 4.718ft Location of maximum on span = 8.544 ft - Palos ¼/erdes' Engineering Corp - , Title: Job # 'L_ - t 3C 7; 663 Valley Avenue, Suite 101 Dsgnr: - Project Desc.: - - - .. -.- ; '-' - . Project Notes : 3 . -. Pnnted: 21 SP 2011, 9:09A1.I • 77 "VA FOe: - (T 00 earn esgn -. WR sl-bckup\NetFoiderUóbs on CADDTL\2OIII26 11-397-Pinnoopinrowec6 ; ii iiPiFENERCAI.CiNClg83-2OO8Ver6O19 - a Description: RB-5 Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS •.' Analysis Method: Allowable Stress Design Fb - Compr 2900.0 psi E: Modulus of Elasticity . - Load Combination 20061BC&ASCE7-05 Fb - Tension 2,900.0 psi Ebend- xx 2,000.0 ksi" r Fc PrIl 1,600.0 pi Eminbend xx 1 300 0ksi 'Wood Species : TrussJoist Fc - Perp 650.0 psi ",Wood Grade : Parallam2.OE Fv 290.0 psi • Ft 1,000.0 psi Density 34.150pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling Span# where maximum occurs -. = lMaximum Deflection . ., Max Downward Live Load Deflection = -.[. '-Max Upward Live Load Deflection = '-. :- Live Load Deflection Ratio -Max Downward Total Defletion = Max Upward Total Deflection = Total Deflection Ratio = . *'* .-.--.•• -. 2,,i__t...swr Muvim, urn rrt'øP S*rA;fnr.l nirI ( Span #1 Span # where maximum occurs = Span # 1 0.015 in 0.000 in 7514 0.027 in 0.000 in 4237 - Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mactual fb-design Fb-allow Vactual fv-design Fv-allow - - .;,Overall MAXimum Envelope - • - .Length=9.50ft - - 1, 0.080 . 0.067 1.60 233.45 2900.00 0.54 19.42 - 290.00 . . . . Lêngth = 9.50 ft - 1 0.035 0.029 0.70 101.79 2,900.00 0.23 8.47 , -290.00 , -s.. '+L+H -: - Length' =9.50ft - - • 1 0.035 0.029 0.70 101.79 2,900.00 0.23 - 8.47 290.00 Length = 9.50 ft - . - I 0.080 0.067 . 1.60 233.45 2,900.00 0.54 19.42 290.00 ' #O-+0.750Lr-0.750L4l . . . • . • . . - - Length 9.50 ft • •,. - 1 -• 0.069 0.058 1.37 200.53 2,900.00 0.46 16.68 290.00 - Overall Max,m'-meflectió'n" Uñfactord Ls 'Load Combination , Span Max.'-' Defi Location in Span Load Combination Max. -.- Dell Location in Span - D+Lr+L , , - . 1 0.0269 4.782 • 0.0000 0.0001.,- + a. , •_,•-, -. - I .- ' . Palos Verdes Engineering Corp Title: Job# ZG i 663 Valley Avenue; Suite 101 Dsgnr: - Project Desc.: Project Notes: 00 earn es 19 r L Printed: 21 SEP2011, 0941 ENERCAIC INC 1983-2008 Ver 50 19 N 10990 e Description: RB-5 tr .Maximum Deflections for Load Combinations Unfactored Loads -.Load Combination Span Max. Downward Dell Location in Span Max. Upward Dell Location in Span D Only - .. 1 0.0117 4.782 0.0000 0.000 . ' 1 . - 1 Lr.Only; 0.0152 4.782 0.0000 0.000 . I ;J .Lr-Only. 0.0152 4.782 0.0000 0.000 O+Lr+L • - 1 0.0269 4.782 0.0000 wb - 0.000 ' Minj V?tiI Rti Ufid Support notation Far left IS #1 Load Combination • Support 1 Support 2 ,5 Overall MAXimum. '. 0.674 0.674 • - b Only - : • 0.294 0.294 -4 '-. . • ,, Lr Only . -: 0.380 - ,- 0.380 . . Lr-'-L Only - -, 0.380 0.380 D + Lr +L ' . 0.674 0.674 - - * • -. - C , - , - .. v,.' . - . .5;-.45 :1; •,I . . . , ... • ' •, - . ... . - •. - 4 • . .• S . ...' p. • . - I t54 .5 . - S - .ç • •5 , - -.• • -. 5 • . 4 . - . S -. . . , . I - - l i t.......... . ..• -S • -•. -: • •, - . .i 5,, . . . - - - r -'S • :''. • -.5.- 5 .. S • - - F ! •. -I. . " .F, • __••5_ - t_•. - . S ' . - - , ' ' . ..' '-: ' •-.- • -, ' , - . . ' ' I : S , • • -.;.; ,.., 1- . .5-- . - :. : : - Palos/erdesErgineeringCorp Title: Job# 2L_tV3dl7 l .663 Vale i Avenue, Suite 101 Dsgnr: Project Desc.: 47. • Project Notes j .. % .. Printed: 21 SEP 2011, 9:10AM Woo'drBen Deèin : i te\ms1backupWeWoWeJobsonCAODV1L\20126139?Purnowrnnowec6 . Lic '.# KW-06007823 -_ 'Description: RB-6 :. -: -Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method: Allowable Stress Design Fb - Compr 1350 psi E: Modulus of Elasticity .' Load Combination 20061 BC&ASCE7-05 Fb - Tension 1350 psi Ebend- xx 1600 ksi - - Fc - Pl 925 psi Eminbend - xx 580 ksi .',./Wood Species : Douglas Fir: Larch Fc - Perp 625 psi Wood Grade : No. 1. Fv 170 psi . . Ft 675 psi Density 32.21 pcf •. Beam Bracing' Service loads entered. Load Factors will be applied for calculation. .'Beam self weight calculated and added to loads . . -. - Load for Span Numbe 1 . . • : . Uñiform Load: D = 0.030, Lr = 0.030 k/ft. Tributary Width = 1.0 ft . Lod for Span Number ., Uniform Load : D = 0.030, Lr = 0.030 k/ft. Tributary Width = 1.0 ft -n Point Load: D =0.1350, Lr = 0.180k 6.0 ft . . Maximum Bending Stress Ratio 0.344 1 Maximum Shear Stress Ratio = 0.130 : 1 • Sèction used for this span 6x10 Section used for this span 6x10 th : Actual- * .. = 461.32 psi fv : Actual = 22.17 psi FB : Allowable . = 1,341 .26p5i Fv : Allowable = 170.00 psi -n-'- Load Combination . +D-s-j+H Load Combination .1 +D-i-Lr-'-H ..Location of maximum on span . = . 16.000ft Location of maximum on span = 16.000 ft ;'Spfl # where maximum occurs = Span # 1 Span # where maximum occurs = * Span # 1 . -, -Maximum Deflection - Max Downward Live Load Deflection = , 0.107 in ' Max Upward Live Load Deflection = -0.013 in . h Live Load Deflection Ratio = 1348 Max Downward Total Deflection = 0.172 in I ..... . -• . Max Upward Total Deflection = -0.013 in .., . DeflectionTotal tio 9: 1. V.. •- , ------------.-----•---.- * Maxlmum.Forces:&:StressesfQrLoad..CombInatIons Load Combination -- Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length I Span #- M . V Mactual lb-design Fb-allow Vactual fv-design Fv-allow Overall MAXimum Envelope • . . . . Lengthr160ft 1 0344 0.130 318 46132 134126 077 1. 2217 17000 _ Length = 6.0 ft ' -'. 2 .. 0.342 '0.130 -3.18 461.32 1,346.94 0.69 22.17 170.00 c, .-. , - • - -•., ,••, .' Length 16.0 ft ' 1. 0.169 0.073 -1.56 226.33 1,341.26 0.43 12.37 170.00 Length 6.0 ft .. .2 - 0.168 . 0.073 -1.56 226.33 1,346.94 0.35 12.37 .170.00 : Length 16.0 ft - . 1 - 0.169 ' . 0.073 -1.56 226.33 1,341.26 0.43 12.37 170.00 Cength=6.Of( * 2 - 0.168 • 0.073 -1.56 226.33 1,346.94 0.35 12.37 170.00 -'Length 16.0 : •'--. I - 0.344 -ft 0.130 • -3.18 461.32 1,341.26 0.77 22.17 170.00 . .'---.•... '-'. '. ' . ' . . - -... Palos .Verdes Engineering Corp 663 Valley Avenue, Suite 101 -. Title: Job# Dsgnr: Project Desc.: Project Notes: Pilnied: 21 SEP 2011, 9:10M.1 Fde ERsI backupiNetFoideitiobs on CAD01TU2011\26-I1 397 Pinnowtpinnow ec6 lENERCALC. INC 1983-2008 Description RB-6 !,-lfl.rA.a1A.L-Iflp_I ASI& AtSIL LJILII kXIkLTflJkfl Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values - -. - Segment Length - Span# M V Mactual lb-design Fb-allow Vactual tv-design Fv-allow ; • Length = 6.0 ft ,. 2 0.342 0.130 -3.18 461.32 1,346.94 0.69 22.17 170.00 ..- +0+0.750Lr-4-0.750L-*I . Length 16.0 ft I 0.300 0.116 -2.78 402.57 1,341.26 0.69 19.72 1170.00 , Length =6.0 ft - 2 0.299 0.116 -2.78 402.57 1,346.94 0.61 19.72 170.00 OveraII Maximum Deflections Unfactored Loads . Load Combination - Span Max. "- Defi Location in Span Load Combination Max. + Defi Location in Span. - D+Lr+L ' •:. 1 0.0363 5.584 Lr-stOnly -0.0128 12.993 D+Lr+L 2 0.1717 6.000 0.0000 12.993 -- - - Maximum Defec ions;forLoadCombpnatIons..UnfactorediLboads Load Combination Span Max. Downward Defi Location in Span Max. Upward Defl Location in Span -. D Only - ' 1 0.0321 6.336 -0.0009 15.141 0 Only . . 2 -. 0.0650 6.000 0.0000 0.000 .LrOñly - "- 1. 0.0057 4.081 -0.0128 12.993 -, LrOnly . ' - 2 0.1068 6.000 0.0000 0.000 -, - Li-ft Only . -' . 1 0.0057 4.081 -0.0128 12.993 Lr+L.Only 2 0.1068 6.000 0.0000 0.000 , D+Lr+L ' - 1 ' 0.0363 5.584 -0.0107 14.174 2 D+Lr+L 2 0.1717 6.000 0.0000 0.000 - --• -•. - tMaxirnum Vertical Reactions Unfactored . i Support notation : Far left s #1 , , - ' -,Load Combination Support 1 Support 2 Support 3 - - - Overall MAXimum . 0.375 1.517 0 Only ,' - 0.236 0.816 - . : =r Only ? -. 0.139 0.701 ' Lr-t Only - " 0.139 0.701 -. - ,D +Lr+L . - 0.375 1.517 - -fi--. ---. . : - .. ,- I-,. • - ' * - . . - - - - : • -- - . I -** *3- • - - - . •. .' -. - • - -•. J_ . 4' - - -- - I ,';:Atuai -lation Member Reaction (Ibs) . . 1453 @ 1910 1/4' 2410 Passed (60%) 1.00 Slear (Ibs)- '. -v'. . 677 @ 3 1/2' '. 1655 . Passed (41%) 1.00 Moment (Ft-lbs) ' 3177 © 96 3/16" 4215 Pissed (75%) 1.00 Live Load Defl.(ii),. 0.471© 103/8' 0.491, Passed (L1501) - - Total Load Dell. (in)" , 0.574 @910 1/8' 0.982 Passed (L/411) - - TJ Frà Rating: 39 35 Passed - - System :Floor ' .- \-,. Member Type: Joist. Building Use: Residential . Building Code: IBC '. Design Methodology : ASD ; Y. i:: • 2 ' - 74 •, - - Forte MEMBER REPORT Level, Floor: Joist PASSED , I software I piece(s) 117/8" TJI® 230 @ 16" OC .r , ., Overail Length 22 4 - I J! A .,'4_Q .L -14 Ir PY- 20 2' . - " ,tdp,it Dimensions are Horizontal; Drawing' is Conceptual .' - . - . • I • '. t;. Deflection criteria LL (U480) and TL (U240) .4 Overhang deflection criteria: LL (2U480) and IL (2U240). _ Design results assume a fully braced condition where sheathing is properly nailed to all compression edges at the top of the that the joist and compression edges at the bottom of the joist are properly braced to provide lateral stability. . , .•' . Bracing (Lu): All compression edges (top and bottom) must be braced at 41 7/80/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • ...'/. A structural analysis of the deck has been V' not performed. ).,'Deflection analysis is based on composite action with a single layer of 23/32' Panels (24' Span Rating) that is glued and nailed down. Additional considerations for the TJ-ProTm Rating include 5/8 Gypsum ceiling - ."Permanent bracing at third points in the back span or a direct applied ceiling over the entire back span length is required at the right end of the member. See literature - detail (PB1) for clarification. , - - . Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. • . - '. . Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.- . Cr 44fr ,.,... ." 4 ' :- • . . - _______ - , • '. S. - .4.-, -- * .- & -* list WEVELO,;Nd*~~ - - .—. SUSTAiNA8LEF0RESTRYiiTiATivE ,. F'iLevelO warrants that the sizing of its products will be in accordance with Level® product design criteria and published design values. expressly disclaims any other warranties related to the software Refer to current Level® literature for installation detailsLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is ' not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record,- ., builder or framer is responsible to assure that this calculation is compatible with the overall project Level® products manufactured at -- Weyerhaeuser facilities are third-party certified to sustainable forestry standards. '', .?-- - ., .The product application, input design loads, dimensions and support information have been provided by Forte Software Operator 4'• -4'4i • :?_' - 4l•-4 - - Avilae Required upport R4 Accessories Bearing Bearing4 Bearing rl Roof/ Snow 7 -4 -• - '".4 '•'. - . -. -- - 4 ,. ifl eismic, 1Stud wall: Spruce Pine Fir • , 3.50' 2.25" - - 163/( 535 / -27)/ 0/0/0/0 1-1/4' Rim Board 2'- Stud wall - Spruce Pine Fir 3.50" 3.50" -- 601 /852/0/0/0/0 Blocking -, - 1, - - Floor -'..-A' Roof .4 Loads ' ' Location - Spacing -' -'Dead. .Live:', ..-Live - - Snows.. 4 Wind.-,: Sernic. comments nop-siel) 2(1.15)T - )1.6O) 1 -Uniform(PSF) - - -, 0 to 22' p16" 15.0 - 40.0 0.0 . 0.0 0.0 0.0 Residential - Living Areas 2 :Point(PLF) ., - 22' '. 16" 243.0 140.0 0.0 0.0 0.0 0.0 . tonylombardi • - . - -palos verdes engineering. (858) 509-8505;,'p.4. tonypvec.com , • - S - "4! • - ' . . ' - I* j . - 7/11/2011 10:30:38 AM-,. iLevel® ForteTM v2,0, Design Engine: V5:10.3 * - - -. - Page 14óf1 Palos Verdes Engineering Corp Title: Job # 2tr .'øS. 663 Valley Avenue Suite 101 Dsgnr: (1 . . ProjectDesc.: Project Notes Printed: 12J11L2011, 10:42AM '.. W "-i -- • ----V- V ' Description:.. FB-2. 1014 ateriall Properties Calculations per IBC 2006, CBC 2007, 2005 NDS •VV Method: Allowable Stress Design - Fb - Compr 2,900.0 psi E: Modulus of Elasticity 'Lãd Combination 20O6lBC&ASCE7-05 Fb - Tension 2,900.0 psi Ebend-xx 2,000.0ksi - . V Fc - PrIl 1,600.0 psi Eminbend - xx 1 ,300.0ksi 'Wood Species •: TrussJoist - V . Fc - Perp 650.0 psi "Wood Grade : ParalIam2.OE Fv 290.0 psi .................. .• V , Beam Bracinq : Beam is Fully Braced aqainst Ft lateral-torsion bucklinq 1.000.0 psi Density 34.150pcf V V '4. 'T .V:• V T" Service loads entered. Load Factors will be applied for calculations: Beam self weight calculated and added to loads Load for Span Number 1 . .. 'r' Uniform Load: 0 = 0.1950, L = 0.520 k/It, Extent = 0.0'->> 9.50 It, Tributary Width = 1.0 ft V r'Uniform Load: 0 = 0.090, L = 0.240 kIlt, Extent = 9.50 ->> 15.50 It, Tributary Width = 1.0 ft V - Point Load: D =2.1840, Lr = 3.360 k 6.0 ft ' aximum Bending Stress Ratio = 0.8121 Maximum Shear Stress Ratio = 0.413:1 I Section used for this span 7.0x1 1.875 Section used for this span 7.0x1 1.875 = fb:Actual . - 2,355.96psi fv:Actual = 119.78 psi r• V - •, FB : Allowable - = . 2,900.00psi Fv : Allowable = 29000 psi • V Làad Combination +D+0.750Lr+0.750L+H Load Combination +D0.750Lr-'0.750L+H I Location of maximum on span = 6.034ft Location of maximum on span V 0.000 ft , V span #where maximum occurs . = Span#1 V Span # where maximum occurs = Span #1 - V Maximum Deflection • . - Max Downward Live Load Deflection = 0.506 in V VV Max Upward Live Load Deflection = 0.000 in V V Live Load Deflection Ratio = 367 - Max Downward Total Deflection = 0.769 n i V 'V;. Max Upward Total Deflection = 0.000 in V ', = I': Total Deflection Ratio 241 V - Maximum Forces & Stresses for Load Comblnatlh - - - V - - Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length . - Span# M V Mactual fb-design Fb-allow Vactual tv-design Fv-allow Overall MAXimum Envelope - V V '-; Length = 1550 ft V 0.812 0.413 32.30 2,355.96 2,900 00 6.64 11978 290.00 +0 ..• -.. . . - •- V - V V , Length = 15.50 It 1 0.337 0.167 13.40 97734 2,900.00 V 2.68 48.35 , 290.00. +0+1-44-1 . V . • V 'V. - Length 15.50 ft V Vi 01.661 0.367 26.29 1,917.42 2,900.00 5.90 106.42 29000 - - .044_41.1 ' V V • : V - ' Length = 1550 ft VV,V 1 - 0.647 0.295 25.71 1,87542 2,900.00 V 474 V 85.52 29000 +0+0V7501_140V7501_++I . • - V Length = 15.50 ft. V V 1 0.812 0.413 32.30 2,355.96 2900.00 6.64 119.78 29000 V - V • . - - • Palos,Verdes Engineering Corp - Title: Job --I 663 Valley Avenue, Suite 101 Dsgnr: - Project Desc.: . - •. -. ,., & -.•- -. --- . Project Notes: Punted: 12 JUL 2011, 10:42AM '.,. 00 earn esign ,. -~ ENERCALC INC l9820O8 Verii9 -- S -. .'Description: FB-2 . Load Combination Span Max. -" Defi Location in Span Load Combination Max. -'-• Defi Location in Span D+Lr+L 1 0.7692 7.490 .................. 0.0000 0.000 -iM.axtrnum.Defiections.for Load CgpbinatonsUnfactored.Loads Load Combination - - Span Max. Downward Defi Location in Span Max. Upward Defi Location in Span ' iD Only • - --. 1 0.2629 7.490 . 0.0000 0.000 LrOnly •. 1 0.2178 7.282 0.0000 0.000 LOnly- '. - . 1 0.2888 7.594 0.0000 0.000 . . Lr+L Only 1 0.5063 7.490 0.0000 0.000 ti. D-Lr+L .. 1 0.7692 7.490 0.0000 0.000 - Rra@16ir Support notation Far left is #1 Load Combination Support 1 Support 2 . .. - • 1 Overall MAXimum 8.645 5.977 . -. DOnly .- - 2.881 2.001 . l. y LrOnly 2.059 1.301 Conly '- . 3.705 2.675 - - 'Lr+tOnly 1 5.764 3.976 0 + Lr + L . . 8.645 5.977 •. '-. . • . - t I- 4 , .,- -• - -. .. - : - • . . - C - - a -- S. ..5 5_5 . #• . -' ...i. ._u_ . . rP . • . S . .•.._- . . C 1 I-. '.5 •- - .. • . . ., . .5. I - ...... . . . . I * . - - .........*4 5-. .• - . -S 5... t- •. . . . .5 .5 55 i- - • -.. S . - •_.* - 5.45.4 f :4 ., .. •. -1 ,. PalosVerds Engineering Corp ,. Title: Job# -' 663 Valley Avenue, Suite 101 Dsgnr: y Project Desc.: - Project Notes: : I . HMO: 12 JUL 2O111O:43AM • vvoouLE,earn esugni,- q- ----". ecr E.NERCALC INC 1983-2008Ver6Ol9 N10990 Description : 1`13-3 Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS .Analysis Method: Allowable Stress Design Fb - Compr 2,900.0 psi E: Modulus of Elasticity ; Load Combination 20061BC&ASCE7-05 Fb - Tension 2,900.0 psi Ebend-xx 2,000.0ks1 ' Fc-Prll 1,600.0 psi Eminbend - xx 1,300.0ks1 " Wood Species, •TrussJoist . Fc - Perp 650.0 psi . p.? .Wood Grade. : Parallam2.OE Fv 290.0 psi Ft 1,000.0 psi Density 34.150pcf. • - Beam Bracing : Beam is Fully Braced against lateral-torsion buckling - po hLo1 9 Service loads entered. Load Factors will be applied for calculations.' '- • - Beam self weight calculated and added to loads . Load for Span Number 1 Uniform Load: 0 = 0.020, L = 0.0530 k/ft, Tributary Width = 1.0 ft Point Load: D = 3.20, Lr = 4.30 k 10.0 ft Maximum Bending Stress Ratio =. 0.7721 Maximum Shear Stress Ratio = 0.330: 1. . •Section used for this span 5.25x14.0 Section used for this span 5.25x14.0 . fb : Actual . = 2,239.94psi fv : Actual = 95.66 psi . FB Allowable = 2,900.00 psi Fv : Allowable = 290.00 psi Load Combination. . +D+Lr+H Load Combination +D+Lr+H Location of maximum on span = 10.040ft Location of maximum on span = 15.859 ft Span # where maximum occurs = ' - Span # 1 Span # where maximum occurs = Span # 1 2 Maximum Deflection Max Downward Live Load Deflection = 0.349 in - . Max Upward Live Load Deflection = 0.000 in - ' Live Load Deflection Ratio = 585 Max Downward Total Deflection = 0.607 in Max Upward Total Deflection = . ' 0.000 in Total Deflection Ratio . = 336 ---&r-m--mwr.,- c+vs€iv -r-t-.. ..,$.._ Y*rp.%-rr-eFMMLr 1Vz,tuI4s* 'iMaxIrnurn,Forces&Stresses-forLoad:Combi nations .1 Load Combination • - Max Stress Ratios SummaryofMoment Values Summaryof Shear Values . Segment Length . . Span# M V Mactual thesign Fb-allow Vactual esign Fv-allow '%'overall MAXimum Envelope -.- - Length 17.0 ft . .' 1 0.772 0.330 32.01 2,239.94 2,900.00 4.69 95.66 .290.00 +0 , . , 1 -, .,. .Lengthi7.0ft . . i . 0.348 . 0.152 14.41 1,008.17 2$00.00 2.16 44.04 ' . 290.00 -' . . . . . - Length=17.01t ,. - I . 0.392 0.179 16.26 1,137.74 2,900.00 2.55 52.00 290.00 - .:+o+u* • - . . - - -.'. Length = 17.0 ft ......- I - - 0.772 0.330 32.01 2,239.94 2,900.00 4.69 95.66 29000. •• - +00.750Lr+0.750L#I Length= 17.0 ft - 1 0.700 0.306 29.00 2,029.17 2,900.00 4.35 88.72 290.00 , •_ 4 1, - . - - . L - - . , -'._t . , •- - . . ,- __•z_ - - ........... 4 ,• -' :. - - • . I - . r - - -- S.- S . . . . r - • S. ., 4 1 5,. -S_S • .4 - - , •5_5,• . . _.... . •--4:154. - 4• S... . * : 1S - S •. . I 5, 5.4 - -;.- -, b t --S . • . -: •v - - r 091.9 LS8 - - 086 .zz - - ;Auo-.r •. I.9I0 1.SVO iciuoi 1 69Z -LLLI Auor .. LON 9C9, L AIUOG 091.9 L99E . . - WflWXV1AJ IIeJ\O poddns L poddns . uoeuqwo3 peon -. - Si iii jej uoiejou lioddnS L p9iO3JUfl 5 0000 00000 6699 99090 0000 00000 6689 99VCO L - 'A i±n' . . • 0000 00000 L999 61.I00 L - . IUO 1 ' 0000 00000 I.06 890E0 L Aluon, f - 0000 00000 6689 . etczo - - .. . 0 - uedS U! U0Ij8301 IJa pJeMdfl -xe uedS UI U0800] 080 PJ8MUMOO X8A • uedS - uoneuqwo3 p80] spe9 paiO3eJUfl 0000 00000 6699 - 99090 - .- .' 1+n+a- uedS UI U0.4eool 080 + xej uo.4euiqwoo peon uedS UI UOI83O1 080 -Xevy uedS uoieuiqwo peoi 4 seoi pjoejun - . . . . : uoijduosea S u6iedw!a P&M _ * . • •.• , - S81ON 13010Jd - • - ..-- : -, . .. ' :aseo I080Jd :Ju6s0 ein anuey aiin 99 •-- -7. #qor . : dio 6uu88u16u3 sepJaf soe • 0 Palos -Verdes Engineering Corp Title Job# 663 Valley Avenue, Suite 101 Dsgnr: Project Desc.: Project Notes Printed: 12 JUL 2011, 10:45PM - . - : -r• j'-. •- Fr'Rst-backuplNecoldeAJobsoncAno\Tu2oii\26.11.-Pinnowlpinnow.ec6rit L 00 earn es!gn j ENENCALC INC-1462008 Ve6019 N 10990 - ME :r Description: FBA .:MateriaI Properties Calculations per IBC 2006, CBC 2007, 2005 NDS - . ' Analysis Method: Allowable Stress Design Fb - Compr 2,900.0 psi E: Modulus of Elasticity . Load Combination 20061BC&ASCE7-05 Fb - Tension 2,900.0 psi Ebend-xx 2,000.0ksi 9 Fc -PrIl 1,600.0 psi Eminbend -xx 1,300.0ksi J Wood Species : TrussJoist ' Fc - Perp 650.0 psi '- .. Wood Grade : Parallam2.OE Fv 290.0 psi -': - Ft 1,000.0 psi Density 34.150pcf Beam Bracing :,Beam is Fully Braced against lateral-torsion buckling . _._____.__ ..... ............................- -------------------.-,.- - . . : - 0(2. Li3i . . . DiO.40e4Li0.581 70x160 . .. 18508 ' Service loads entered Load Factors will be applied for calculations Beam self weight calculated and added to loads . . - Load for Span Number 1 - - - Uniform Load: D = 0.4060, L = 0.560 kIlt, Tributary Width = 1.0 ft . .. . 'Point Load: D = 2.20, L = 3.0k 4.0 ft ___ Maximum Bending Stress Ratio = 0.741: 1 Maximum Shear Stress Ratio ------- = 0.555: 1 used for this span 4Section 7.0x16.O Section used for this span 7.0x16.0 fb : Actual - = . 2,149.50 psi fv Actual = 161.04 psi .t FB : Allowable = 2,900.00psi Fv Allowable = 290.00 psi . Load Combination - . +D+L+H Load Combination +1J+L+H '. Location of maximum on span = 8.070ft Location of maximum on span = 0.000 ft * Span # where maximum occurs = . Span # 1 Span # where maximum occurs = Span # 1 • .." , Maximum Deflection - - Max Downward Live Load Deflection = 0.401 in . . .Max Upward Live Load Deflection = 0.000 in Live Load Deflection Ratio = 553 . . -' Max Downward Total Deflection = 0.707 in - .!Max Upward Total Deflection = 0.000 in :'i Total Deflection Ratio = 314 r "c'5'1 MaxlMum, forCes& StresscsforrLoad Combinatuonst - Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length . Span # M V Mactual tb-design Fb-allow Vactual tv-design Fv-allow . -. Overall MAXimum Envelope . . Length = 18.50 It . I 0.741 0.555 53.50 2,149.50 2,900.00 12.02 161.04 290.00 +0 .: . •- . , Length= 18.50 ft.. - • 1 0.321 0.240 23.17 930.80 2,900.00 5.19 69.49 290.00 - . - Length= 18.50 ft . 1r. 0.741 0.555 53.50 2,149.50 2,900.00 12.02 161.04 290.00 -. Length 18.50 ft . - ' • 1 0.321 0.240 23.17 930.80 2,900.00 5.19 69.49 290.00 +Df0.750Lr#0.750L#H . - .Length =18.50ft . • 1 ',. 0.636 0.476 45.92 1,844.82 2,900.00 10.32 138.15 • 290.00 8 . . ' •••&._•. . ., ,- • .. I, Palos Verdes Engineering Corp 663 Valley Avenue, Suite 101 Title: Job# 2b.7 Dsgnr: Project Desc.: Project Notes: Printed: 12 JUL 2011, 10:45PM . wod;pesign.; .- ENERC Description F84 ,: . ..*j .4 -"nnr'r rrr''.'. '' '-.- OveraH Maximum Deflections Unfactored Loads Load Combination . Span Max. Deft Location in Span Load Combination Max. '+' Dell Location in Span D + Lr + L 1 0.7068 9.064 0.0000 0.000 . 4Maxlmum'Def!ectiofl$ forLoadCombinations.-.Unfactored 'Loads; b Load Combination . Span Max. Downward Defi Location in Span Max. Upward Deft Location in Span D Only 1 0.3061 9.064 , 0.0000 0.000 L Only '' 1 - 0.4007 9.064 0.0000 0.000 .Lr+L Only 1 0.4007 9.064 0.0000 0.000 0'- Lr + L ' 1 0.7068 9.064 0.0000 0.000 '- . . . !tMaximum Vertical Reactions Unfactored Support notation Far leftts#1 - , '-.' - Load Combination Support 1 Support 2 Overall MAXimum . - •. 13.257 10.306 .- -,. 'D Only.. - - . • 5.726 4.477 L Only - 7.531 5.829 - --Lr-t Only - - 7.531 5.829 13.257 - 10.306 C ' -' ' ' '- • . - - S - ', '. ..* - - .. - • -• .- , ' !•• -'••,. •",, ' . ' r - - .. :' - -. - t •, -' C ' .- - t •• . .'' . , -- -' : • •: , ' -' '. ' 4*, .'! - ' 4 ' 4 5,. -- .' ' '- I - I • .. •'#-; - 1 - - I.. • - . , ,,, - • - ' . - 'P_• ' . • Y.Palos Verdes Engineering Corp ' Title: Job# -) ' 663 Valley Avenue, Suite 101 Dsgnr: :. Project Desc.: - -' Project Notes: " - Pinied:12 JUL 2011.1O:47M.j -.. . Fue-\\RSf-bacKup\Ne.FodeJobsonCADO\TL2O1lO6.11.pnflowIpiflnowec6 - .J .. .ENERCALC,iNC.1983.2óO8,Ver19 NO'99O:'7 1 Ii. ii i.•.'11rr i. ' Description: FB-5 - - - Material Properties Calculations per IBC 2006, CBC 2007, 2006 NOS - Analysis Method: Allowable Stress Design . . Fb - Compr 2900 psi E: Modulus of Elasticity ,Loàd Combination 2006lBC&ASCE7-05 Fb - Tension 2900 psi Ebend- xx 2000 ksi -. ; •. Fc - Prll 1600 psi Eminbend - xx 0ksi - - - Wóod Species ': Truss Joist . Fc - Perp 650 psi Wood Grade :Parallam 2.OE Fv 290 psi Ft 1000p51 Density 34.15pcf . Beam Bracing Beam is Fully Braced against lateral torsion buckling 42 : 'i•'-. ..... - . - 5, . . , - -S -S & .' '4- .4 Service loads entered. Load Factors will be applied for calculations. . Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: 0 = 0.2430, Lr = 0.140 k/ft, Tributary Width = 1,0 ft - - -------- - -- - Maximum Bending Stress Ratio = 0.4271 -Maximum Shear Stress Ratio = . 0.232:1 Section: usedfor this span 5.25x11.875 Section used for this span 5.25x1 1.875 : .........fb : Actual •. = 1,237.90psi fv: Actual = 67.32 psi I FB Allowable = 290000psi Fv Allowable = 290.00 psi Load Combination +04.r+l-1 Load Combination ' - . . . ; Location of maximum on span = 8.054ft . Location of maximum on span = 0.000 ft - - Span # where maximum occurs ', = Span # 1 Span # where maximum occurs = Span # 1, ',- HMaximum -Deflection - Max Downward Live Load Deflection = 0.142 in . . '. Max Upward Live Load Deflection = ' 0.000 in Live Load Deflection Ratio = .1348 - -Max Downward Total Deflection = 0.405 in Max Upward Total Deflection = - 0.000 in ! ' . Total Deflection Ratio . = 474 s&St S. Load Combination - Max Stress Ratios Summary of Moment Values Summary of Shear Values - Segment Length Span # M V Mactual fb-design Fb-allow Vactual fv-design Fv-allow Overall MAXimum Envelope . L'ength = 16.0 ft . 1' 0.427 0.232 12.73 1,237.90 2,900.00 2.80 67.32 290.00: '4-0 -- . '- Length*- 16.0 ft - 1 ' - 0.277 - 0.150 , 8.25 802.22 - 2900.00 1.81 43.62 . - '.290.00 - Len th =16.0ft ' .. -, - - 1'. ' '0.277.. 0.150 8.25 802.22 2,900.00 1.81 - 43.62 290.00 - 40+lr'+'l -Length 16.0 ft'- - . . 1, - 0.427 0.232 12.73- 1237.90 2900.00 2.80 67.32 - 290.00. 1-O4O.750Lr4O.750L*H Lergth =16.0 ft . 1 0.389 0.212 - 11:61 1,128.98 2,900.00 2,55 61.39-i 290.00 iOiaIl Deflctions Unfatord 1 10 Mxi - Load Combination Span Max. - Defi Location in Span Load Combination ' Max. + Dell Location in Span D+Lr+L 1 04046 8.054 - 00000 0.000 S S ..... PaiosVerdesEngineeringCorp Title: Job# 663 Valley Avenue, Suite 101 . - Dsgnr: -. Project Desc.: Project Notes -. . Printed: 12 JUL 2011, 10:47AM : 1 Description: FB-5 -'•e...-'. Maximum4DefIections for Load Combinations Unfactored Loads..i :-w.'t4 Load Combination Span Max. Downward Defi Location in Span Max. Upward Defi Location in Span D Only . .... . . 1 0.2622 8.054 0.0000 0.000 LrOnly.' , 1 0.1424 8.054 0.0000 0.000 Lr+L Only - 1 0.1424 8.054 0.0000 0.000 r D + Li + L 1 0.4046 8.054 0.0000 0.000 Support notation : Far left is #1 Load Combination ' Support 1 Support 2 C ' '. Overall MAXimum _T1 8-2 3.182 - 2.062 2.062 ' . D Only • . . . . -' - .LrOn1Y4 ' 1.120 1.120 Lr+L Only; . . . 1.120 1.120 - "D+Lr+L . ' - 3.182 3.182 . .5 - .4 • . . - -S . . . . , . 1, •' - . .5 - ,. - . . .. - .. - - - - • ' _*.*_ All 5,1 -. V . '•5 .t, - V ' S - - ' 4* - 54 .5 S - .5 ' * .. Pal&s Verdes Engineering Corp - ' 663 Valley Avenue, Suite 101 r• .' :.-. :4. Title: Job# Dsgnr: Project Desc.: Project Notes: 29 ,. Printed: 30 SEP2011, 1 1:35AM File: tP-f-bacirupNetFóideAJobs on CAOO\TL\2011126.11-397-Pindowlpinpow.ec6 .I ENERCALC, INC. 1983-2008, Ver 6.0.19,. N:10990 Description : FB-6 flcAU Material Properties _7 LOj.j O?'JLY Calculations per IBC 2006, CBC 2007, 2005 NDS - .-.-'Analysis Method: Allowable Stress Design Fb - Compr 2,900.0 psi E: Modulus of Elasticity -•. . ../. 'v- Load Combination 2006lBC&ASCE7-05 . Fb - Tension 2,900.0 psi Ebend-xx 2,000.0ksi , 1 - 'r • - -.. • Fc - Prll 1,600.0 psi . Eminbend - xx 1,300.0ksi ., Wood Species : TrussJoist Fc - Perp 650.0 psi I t - •WoodGrade : Parallam2.0E Fv 290.0 psi . . . . Beam Bracing Ft : Beam is Fully Braced against lateral-torsion buckling 1,000.0 psi . Density 34.150pcf - . . . -•-.' f,,. Applied . - . Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads - . • Load for Span Number 1 , 'Uniform Load: D = 0.0150, L = 0.0530 klft, Tributary Width = 1.0 ft Uniform Load: D'= 0.1910, Lr = 0.060 klft, Extent = 3.0 ->> 6.50 ft, Tributary Width = 1.0 ft Point Load: 0 = 0.240, L = 0.640k 3.0 ft - - Point Load: D = 1.820, Lr= 1.920k 0 6.50 ft - DESlGNSUi4MARY - - •flIeL ,. Maximum Bending Stress Ratio = 0.527 1 Maximum Shear Stress Ratio = 0.250 : 1 Section used for this span 7.0xl1.875 . . Section used for this span 7.0xll.875 - - th : Actual = 1,529.l3psi fv : Actual = 72.39 psi FB : Allowable = 2,900.00 psi Fv : Allowable = 290.00 psi, "- 'I Load Combination . +D90.750Lr+0.750L+H Load Combination +D*0,750Lr-+0.750L+H ;- -. Location of maximum on span = 6.503ft Location of maximum on span =. 0.000 ft - -'I Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 -Maximum Deflection , - '.t4'Max Downward Live Load Deflection = 0.351 in Max Upward Live Load Deflection = . 0.000 in . Live Load Deflection Ratio = 649 . . Max Downward Total Deflection = 0.680 in 'I Max Upward Total Deflection = 0.000 in Total Deflection Ratio = 335 . . MiriiTh F& Streesfdr LÔiiins - Load çombinaon . - Max Stress Ratios Summary of Moment Values Summary of Shear Values - Segment Length Span # M V Mactual tb-design Fb-allow Vactual tv-design Fv-allow Overall MAXimum Envelope ,. Length = 19.0 ft.,,_-- : 1 0.527 0.250 20.96 1,529.13 2,900.00 4.01 72.39 290.00, D -' ... . . - .. - Length= 19.0 ft*' T' - -1 0.296 . 0.137 11.75 857.30 2,900.00 2.20 39.69 290.00 -t--' - -. • . - . -* .- Length 19.0 19.0 ft -,, , 1 0.382 0.199 15.17 1106.50 2,900.00 3.19 57.65 290.00 'I D4rH- - ' Length = 19.0 ft 1 0.519 , 0.225 20.62 1,503.87 2,900.00 3.62 65.33 290.00 -'-O+O.75OLr-+0.750L-'1-1 * ,( Length = 19.0 ft • • - ' 1 0.527 0.250 20.96 1,529.13 2,900.00 4.01 72.39 290.00 - • - - .• q - * , . - ••' - •::- - :-. •- - • , ' - ••-• I, •• • . - * I * . . ',., Palos Verdes Engineering Corp Title: Job # 7k 1, 11 t 7 663 Valley Avenue, Suite 101 Dsgnr: Project Desc.: \• • Project Notes : V V V Printed: 30 SEP 2011, 11:35PM File Ffinf backupJeiFolderJobs on CADD\1L12011\26-11 397 Pinnowlprnnow ec6 oo earn esign . -0' Jp VENERCALC INC 19832oo8 IRM31111, -ills Description: FB-6 OveraIlMaxIrnum.DefIectIons - Unfactored Loads V V V V Load Combination Span Max. Defi Location in Span Load Combination Max. "+ Defi Location in Span V V V D + Lr + L 1 0.6799 8.799 • > 00000 0.000 Maximum Deflections forrLoad Combinations Unfactored Loads V Load Combination V Span Max. Downward Dell Location in Span Max. Upward Dell location in Span V V D Only 1 03289 8.799 0.0000 0.000 LOniy •' 1 0.2330 8.799 0.0000 0.000 V Oñiy 1 0.1182 9.181 0.0000 0.000 Lr+L Only V 1 0.3511 8.926 0.0000 0.000 0+ Lr + L V V 0.6799 8.799 • 00000 0.000 qxaunrly Support notation Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum .. 4.694 2.471 V D Only • V - 2.231 1.157 V LrOnly V 1.421 0.709 V L Only . V 1.042 0.605 V Only . • • . 2.463 1.314 ,Lr+L V D+Lr+ -L . . . 4.694 2.471 V V - •.: . . V :.. / . V . V . V V V - - •. V V • V V V V V V V V V_• . . V V• . V V : V V • . V • V V * - - • V 'V •• V -I. - - . - Palos Verdes Engineering Corp - Title: Job # 663 Valley Avenue, Suite 101 . Dsgnr: ProjectDesc.: Project Notes + - Printed: 30 SEP 2011, 11:3541 1- - P- - vn File \lRsIb ckup\NetFoldeAJobsoncAflo\1L0011129.11 397 Prnnovlrprnnowec6 jI.ENERCALC INC 1983-2008 Ver 6.0.19, N 10990 Desigp Description F8-6 Material Properties - Calculations per IBC 2006, CBC 2007, 2005 NDS . ' Analysis Method: Allowable Stress Design , Fb - Compr 2,900.0 psi E: Modulus of Elasticity - -- - Load Combination 20061BC&ASCE7-05 Fb - Tension 2,900.0 psi Ebend-xx 2,000.Oksj •.'-, ' Fc - PrIl 1,600.0 psi Eminbend - xx 1,300.Oksi - 'Wood Species : TrussJoist Fc - Perp 650,0 psi Wood Grade : Parallam2.OE Fv 290.0 psi .,' , Ft 1,000,0 psi Density 34.150pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 1 •: -, ,-- .1 Service loads entered. Load Factors will be applied for calculations. 17' Beam self weight calculated and added to loads Load for Span Number 1 - . t .. Uniform Load: D =0.0150, L = 0.0530 klft, Tributary Width = 1.0 ft Uniform Load: D = 0.1910, Lr = 0.060 k/lt, Extent = 3.0 ->> 6.50 ft, Tributary Width = 1.0 ft Point Load : D=0.240, L=0.640, E=-14.10k3.0ft PointLoad:.D=1.820, Lr= 1.920, E=14.10ki6.50ft DESIGN-.SUMMA- ........... _____________ Maximum Bending Stress Ratio = 0.717.1 - ------------------------------------------------ Maximum Shear Stress Ratio s Section used for this span 7.0x1 1.875 Section used for this span 7.0x1 1.875 - fb : Actual ' = 2,772.08 psi N: Actual = 179.09 psi . -. FB : Allowable = . 3,865.70p5i Fv : Allowable = 386.57 psi Load Combination +D-s-0.750Lr+0.750L-i-0.5250E+H Load Combination +D40.70E+H •-- - Location of maximum on span = 6503ft Location of maximum on span = 3.060 ft - Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 - Maximurh Deflection -r ' -. Max Downward Live Load Deflection = 0.351 in Max Upward Live Load Deflection = 0.000 in - Live'Load Deflection Ratio = 649 . .-.,•- Max Downward Total Deflection = 0.971 in . '1. 'Max Upward Total Deflection '= 0.000 in .• . - .• ' ' . Total Deflection Ratio - = 234 - - - - - --~w't ;s',.v • M4' • -fl or..Load combinations-. Maximum Forces&:Stresse - . 'Load Combination • Max Stress Ratios - Summary of Moment Values Summary of Shear Values - 'Segment Length. Span # M V Mactual tb-design Fb-allow Vactual tv-design Fv-allow Overall MAXimum Envelope - Length 19.0 ft 1: 0.956 0.618 38.00 2,772.08 2,900.00 9.92 179.09 290.00 • -. ;.+D -. - - - ' - • • - Length = 19.0 ft • - 1. 0.296 0.137 11.75 857.30 2,900.00 2.20 39.69 290.00 - .-' • • - • - -, - - Length = 19.0 ft • • 1 0.382 0.199 15.17 1,106.50 2,900.00 3.19 - 57.65 290.00 - - -404tr41 '• •- • - Length = 19.0 ft , - 1 - 0.519 0.225 20.62 1,503.87 2,900.00 3.62 65.33 290.00 +D-'0.750Lr-'-0.750L--H - - - Length= 19.oft, - I - 0.527 - 0.250 20.96 1,529.13 2,900.00 4.01 72.39 •- 290.00 : +040.70E+H ' '• , -- - . - - • 0: -, - . -, • - - . ,.. • - p Palos Verdes Engineering Corp Title: Job # -397 663 Valley Avenue, Suite 101 Dsgnr: Project Desc.: 7L_0tO Project Notes: -. Printed: 30 SEP 2011, 11:35PM [od Beam Design Fe \lRfseckupwewsoncTI.\2o1ii397Pinnoerinnowec6 , Description : FB-6 Load Combination - Max Stress Ratios Summary of Moment Values Summary of Shear Values - Segment Length Span # M V Mactual tb-design Fb-allow Vactual tv-design Fv-allow Length 19.0 ft , , 1 0.650 0.463 34.47 2514.56 3865.70 9.92 179.09 386.57 -fO4O.750Lr4O.750L40.5250E+H ALngthr 19.oft .1 0.717 0.427 38.00 2772.08 3,865.70 9.15 165.20 386.57 +D+0.750L40.7505.*0.5250E41 . . Length = 19.0 ft . 1 0.592 - 0.378 31.36 2,287.15 3,865.70 8.09 146.02 386.57' - 40.60D40.70E+f . Length= 19.0 ft . 1 .' 0.562 0.428 29.77 2,171.65 3,865.70 9.18 165.57 386.57 Overall Maximum Deflections ,. ••.•.. •, Urifactored Loads . -. 'Load Combination Span Max. Defi Location in Span Load Combination Max. W Defi Location in Span -. • ,, D+L+5+E/1.4 1 0.9714 9.054 0.0000 0.000 -. -•-e •.';--ev-- 44 Maximum Deflections for Load Combinations; Unfactored Loads ' 'Load Combination Span Max. Downward Defi Location in Span Max. Upward Deft Location in Span '.:O Only . .. • 1 . 0.3289 8.799 0.0000 0.000 . - LrOnly . , - 1 0.2330 8.799 0.0000 0.000 LOnly- ' . • - 1 0.1182 - 9.181 0.0000 0.000 - - Lr-L Only . . , - 1 0.3511 8.926 0.0000 . 0.000 • E Only : - • -. 1 0.7347 9.181 0.0000 0.000 •. -. -D +Lr+L - . . 1 0.6799 8.799 0.0000 0.000 - D + L +S + E/1.4 , 1 • 0.9714 9.054 0.0000 0.000 MaxiriitJiVirtical 6fi' UifthFeTd Support notation Far left is#1 Load Combination - Support 1 Support 2 'Overall MAXimum - - • 4.694 3.617 - ' D Only . - - 2.231 1.157 •.j Only . . 1.421 0.709 . . L"OfllY • ' ' - 1.042 0.605 ' LritOnly -• - - 2.463 1.314 • - 'E Only • ' . -2.597 2.597 • ,D+Lr+L - 4.694 . 2.471 - D+L+S'+EI1.4 . • 1.418 3.617 . • • • . . - - • '-'.,: , -- - ...j' . , ..*. . .4. - •. • - 'n - . . • . - - '. . •- -• -4 -• - .1. - - . - . . . . - 1' .'•., - .- - - ,,.-. .. -C.- ' , •, . . - •. - '-4, • -... .42 •. - ,_ - :.; - . .•_ : :. • - .'', -: .' ' . * . • :- . ., • '- - .4,•k_. . ,• . • •• - ,. •.' . . . . • , 4 . '- !• . I Palos Verdes Engineering Corporation Consulting Structural Engineers - 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 Telephone (858) 509-8505 - Fax (858) 509-8515 JOB - 26-11-397 SHEET NO OF________ CALCULATED BY A.L. DATE 7/8/11 CHECK BY DATE SCALE - - i IIS) 1 I RRRURRRU•UNURUuURRuRuuRu I iiezisiiii IURIIIUUIIRUISU mmmuuuuuuummuaummmuus•uumu u uuuumu..m..Imuu...m.i.i m mu.uuu:uam:uumuu.u.uu ME amuuumuuuuuuuuuuuuuumuuuu NONE mu a auuuuuuumumuuueu 9'mm ::::::: uuuuuuuuu • a a uuuaauumumuuu uauuamumuuuuuuuu umuuuumuuuuuuumu m uummuuu mu u U RURRURU uaauuuuuam UUUSUUUUU RU U U u umu mu_u uuuuuumuuuuuauu uuuauumuuuauauuua u SRUmmUUUUUUUaURUUUUUUu mmuuuuuuuuuuausuuuaauu muuuuuuuuuauuuumm.umuu nuuauUuuuaUu.uuu•u•au a I umaumauuuumuuaua MEN Uuumauu uu••• Na mu uuauuuuuuuuuuuuuuuuuuuuuu mmaumuuuumuuuuuuuuumuuuuu uauuuuauuuuuuuuaua u_u. aumu Ru Ru mu ma uuuumUuuuuuUuumuu uauuuUUuauuuuua.au fl Il!! _.aUuua_UauUa uu.uuuuuuuuuuuu ME m auuuuuuuauuuauu OMENS mom uuuuuumuuuuuuau 11111111111111' a uauuauuauuua mum a uuuuuuauuuuuuuuu uuuuumuuuuuuuuu a Rim :umuuu uuuuuuauuRuauuauu U UUUURUUURRUUU Ru Ru Pald res Engineering Corp Title:. Job # %'37 ., 663 Valley Avenue Suite 101 Dsgnr: . ProjectDesc.: -. . Project Notes -. Printed: 30 SEP2011, 11:1 &w File: esi sfbW DiTLO011l26-li397Prnnowlprnnowec6 J WNERCALC, INC. 1983-2008,Ve~6.0.19.~ N:10990 . - Description : : FB-7 . . Material Properties . . Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method: Allowable StressDesign Fb - Compr 2,900.0 psi E: Modulus of Elasticity , Combination 20061B0&ASCE7-05 Fb - Tension 2,900.0 psi Ebend-xx 2,000.0ksl -. .. Fc - PrIl 1600.0 psi Eminbend - xx 1 ,300.0ksi Wood Species ': TrussJist Fc - Perp 650.0 psi •. Wood Grade " :Parallam2.0E, . Fv 290.0 psi - •. - . Ft 1,000.0 psi Density 34.150pcf . Beam Bracing.Beam is Fully Braced against lateral-torsion buckling 1 / - -. . . .. 0)0.294) 40.321 - - .; 35x11875 . . . 1208 ------------------------- '- 0'---'-.:.- .-. •e- - - - '- t Applied Load'24 Service loads entered Load Factors will be applied for calculations Beam self weight calculated and added to loads - Load for Span Number 1 - . Uniform Load: D = 0.2940, L = 0.320 k/ft, Tributary Width = 1.0 ft . "iDESIGN ,UM1IARY' - - - - ______________ Maximum-Bending Stress Ratio = 0.5651 Maximum Shear Stress Ratio = 0.391:1 i,. Section used for this span . . 3.5x11.875 Section used for this span 3.5x11.875 .fb:Actual - .. = 1,638.08psi . fv:Actual = 113.33 psi , FB : Allowable = 2,900.00 psi Fv : Allowable = . 290.00 psi ' Load Combination . . +4+l- Load Combination +D+L+H ,. Location of maximum on span .. • = 5.960ft Location of maximum on span = 11.034 ft 'Span # where maximum occurs ' = . Span # 1 Span # where maximum occurs = • Span # 1 .'.'JMaximum Deflection. . :.' . Max Downward Live Load Deflection = 0.154 in .- - Max Upward Live Load Deflection = - 0.000 in . Live Load Deflection Ratio' = 932 * Max Downward Total Deflection = 0.301 in . ,:Max Upward Total Deflection = 0.000 in -. . ' - Total Deflection Ratio = 478 - ..,.c ----------------------------------------- ----..------------- ... ............... - ...... ----- L'd CThbitin -' Load Combination • Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mactual fb-design Fb-allow Vactual fv-design Fv-allow Overall MAXimum Envelope Length = 12.0 ft .. 1 0.565 0.391 11.23 1,638.08 2,900.00 . 3.14 113.33 290.00 9 - Length= 12.0 ft • - - 1 0.275 0.190 5.47 797.85 2,900.00 1.53 55.20 290.00 4i3+L+N • - ' .Length ri2.oft , 1 0.565 0.391 11.23 1,638.08 2,900.00 3.14 113.33 290.00 +D4r+H Length 12.0 ft : .. 1 . 0.275 - 0.190 5.47 797.85 2,900.00 1.53 - 55.20 290.00 - . 4 - +04O750Lr.+0750L.4-1 . • . = • Length = 12.0 ft 1 0.492 0.341 9.79 1,428.02 2,900.00 2.74 98.80 290.00 Oeall Ma iifu Def1ection Unfat ds'r- ,.LOad Combination . - Span Max.'-* Dell Location in Span Load Combination • Max. "-" Dell Location in Span . D+Lr+L- I ., 0.3012 6.040 0.0000 0.000 - . •.'' - . - PaiosVerdes Engineering Corp Title: Job # 2.bt -.5C(7 663 VallejAvenué, Suite 101 Dsgnr: Project Desc.: Project Notes - . Psinted:3OSEP2O11.I:18I1.1 Wood ai5ign FfleWRsrbackupweVoW&dobsoncADOTLoOth26.1i397PinnowpInnowec6 - Description : FB-7 . Maximum.Defiections•for,Load Combinations.• Unfactored.:Loads , • Load Combination Span Max. Downward Deft Location in Span Max. Upward Dell Location in Span D Only. . 1 0.1467 6.040 0.0000 0.000 L Only . . 1 0.1545 6.040 0.0000 0.000 Lr+L Only 1 0.1545 6.040 0.0000 0.000 • D+Lr+L • 1 0.3012 6.040 0.0000 0.000 .-.r ---- •.-tip r-rM-* •. r MaximumVerticaIReacons.Unfactored ---. - . i Support notation . Far left s #1 . Load Combination - Support 1 Support 2 Overall MAXirtlum ,. 3.743 3.743 DOnly 1.823 1.823 • - • ••.'_ LOnly 1.920 1.920 LrL Only . • 1.920 1.920 .' D+Lr+L-.T , 5_3.743 3.743 n t'•.- 1. ••. •.• - . - S 1 •• • . - ,. - S - : • -•-- , . . , -'. •- . _- . S. . .t_ S •• - • S. ,.. _, - •5 5 S .:?S. •- . -•:•.- • . . . . . H 5 '5_S• • , . - - .... 4,• ' S , - S 5. .5 S •• S 5 '; '. . : -' 'S_iS ek •• . -, . . . - . . S _.5 •__* _ I. _ . , -. .5 .. • S - S .5 SS - • .55 5 - - - .- 5 . • Al 1st Story 2nd Story satisfied satisfied satisfied satisfied 1.3 1:3 -1 LIM Palos Verdes Engineering Corporation Consulting Structural Engineers 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 Telephone (858) 509-8505 - Fax (858) 509-8515 JOB 26-11-397 SHEET NO O OF_______ CALCULATED BY A.L. DATE 7/8/11 CHECK BY DATE SCALE '5.0 lateral Design & Analysis (Two-Story) Wind 'P = A Kit I S30 (AscE7 uaton6 i Seismic V = CSWDL A 1.00 (fig. 6-3) S = 1.281 Kzt. :1.0 (fig. 6A) Fa = . 1.0 .-.PS3O 15.9 psf (fig. 6-3) R 6.50 I = 1.0 - (table 115 i V = 0.094 * Wt * p '. P= 15.9 psf • . Criteria .t_. . Each Story Resists> 35% Base Shear Wind Loads - Any Shear Wall W/ (h/l)>1 .0 is < 33% Story Force: st 1 P= 15.9 psfxTribArea . : ,-- ' Roof Level Direction:. N/S 15.9 psf x 255 sq. ft.= 4055 lbs. - Direction: . E/W = 15.9 psf x 195 sq. ft. = 3101 lbs. 2nd Floor Level '.' Direction: . N / S . = 15.9 psf x 425 sq. ft. = 6758 . lbs. ' Direction: E/W = 15.9 psf x 390 sq. ft. = 6201 lbs. 54 • Roof Weight Roof Wt 13.0 psf x 1755 sq. ft. = 22815 lbs. : 'Exterior Wall Wt= 16.0 psf x 850 sq. ft. = 13600 lbs. i,Iiiterior Wall Wt = 8.0 psf x 545 sq. ft. = 4360 lbs. Total Trib WR = 40775 lbs Floor Weight Diaphragm = 15.0 psf x 1355 sq. ft. = 20325 lbs. Exterior Wall Wt = 16.0 psf -x 1582 sq. ft. = 25312 lbs. Itherior,Wa1l Wt - 8.0 psf x 935 sq. ft. = 7480 lbs. Total Trib WR 53117 lbs Total Seismic Dead Load: Wt = 93892 lbs. Base Shear: V = 0.094 * Wt = .8811 lbs. ... ': 5- (!BC Equation 12.8-I)' Si = 0.482 F= 1.5 1= i:oo (p - Redundancy) 26-11-397 - I Palos Verdes Engineering Corporation Consulting Structural Engineers * L-FA- - 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 I Telephone (858) 509-8505 - Fax (858) 509-8515 L' '.: - Roof Diaphragm: -N / S Direction E / W Direction V = 7076 lbs V = 7076 lbs 1755 sq. ft A = 1755 sq. ft f=V/A= 4po 03 psf f=V/A= 403 psf - ' ' Floor Diaphragm: N / S 46irection E / W Direction V 4379 lbs. V= 4379 lbs. 1A= ., 1355 sq. ft - A= 1355 sq. ft f 0,=V/A= 3.23 psf - f=VIA= 3.23 psf Seismic Lateral Distribution . .. • 8811 lbs *p . • f - -.4- -: • -4 -, SHEET NO CALCULATED BY CHECK BY SCALE ., F V - Level - - v h wx hx w (hVk) * (ibs) (ft) (lbs-ft) I w, (h1) (ibs) (ibs) Roof - 40775 20 -815500 0.618 7076 7076 2dFloor 53117 9.5 504611.5 0.382 4379 11455 1320111.5 1.000 11455 ______ -". ______ _____ _____ ______ ______ 9.5 mmmmmm~ LLU•U 9.5 LUUR•U Ij S Itzj ' LU•UU LLLUU1I ...... U.....__ -U.... 0 A A A ... - LIM Palos Verdes Engineering Corporation Consulting Structural Engineers -- 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 Telephone (858) 509-8505 - Fax (858) 509-8515 JOB 26-11-397 SHEET NO OF CALCULATED BY - A.L. DATE 7/8/11 CHECK BY DATE SCALE 5.1 Lateral Design & Analysis (cont.) Gridline 14 % ( 7076 x 0 14 = 991 #) 991 lbs. V = : 26 ft.. 38 plf : OTF = 362 lbs 7 pO -k 'D. .Gridline (). - 12 % ( 7076x 0.12 849 #) .849 lbs V . 9 . . ft. = 94 plf -OTF 896.3 lbs. j . PA 5T : . r. Gridline (Ta') - 32 % ( 7076 x 0.32 = 2264 #) 2264 lbs -''v, = '. 11 .,ft. = 206 plf .-OTF 1956 lbs. • 'Jc Gridline nF 19 % ( 7076 x 0 19 = 1344 #) 1344 ' lbs. • .. v = 14' ft. 96 plf OTF = 912 lbs ' OSE N"ST 37 Gridline . (.) 23 % ( 7076 x 0.23 = 1628 # ) 1628 lbs. v = 12 ft. = 136 plf OTF 1288. lbs. ••> . •:- - ., '. . -' - .- - 5.1 Lateral Design & Analysis (cont.) - Gridline (1') 8 % ( 7076 x 0 08 = 566 #) 566 lbs. 1 v= 12 ft = 47 plf OTF 4482 lbs Gridline () 9 % ( 7076 x 009 = 637 #) • 637 lbs.- _5 V. 12 ft. = 53 plf OTF = 5042 lbs ' Gridline (i') 21 % ( 7076 x 021 = 1486 #) .1486 lbs. V = 495 ft. plf - JL.) PLF OTF 4706 lbs STO - 5TRP. V•_1__._• S Gridline 9 % ( 7076x 0.09= 637#) "V 637 lbs. v = 8 ft. 80 plf - OTF. = .756 lbs. (T37 Gridline 33 % ( 7076 x 0.33 = 2335 #) 2335 lbs. V 8 ft = 292 plf - OT1. 2773 lbs. • : - - ..........V..-, - V • - -- S I _ -g Palos Verdes Engineering Corporation Consulting Structural Engineers - 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 - . Telephone (858) 509-8505 - Fax (858) 509-8515 JOB 26-11-397 SHEET NO :u OF CALCULATED BY A.L. DATE 7/8/11 CHECK BY DATE SCALE S. • 5_, 5 . 5 P\ O c Ei( ON ci D -D-LUDAO L1J L NBC (tPC11 > t6 4 cL- a ALL iaApA UL-L5 C f)t\1 NJ L C \ )tJ 1) ,.- -. 4'I , •-:, • . " I :-' .•,. ;.•., ,,' ,,, - -•. .'!' .••• ,:' . • .:,. • -. . - ' '. 4,. --4, .4 • ,•-• '•-.- • -t- V, ' •• • ,: •_,$•,__• - 'I - .: • • - 4, 4- .4. I'UFA Palos Verdes Engineering Corporation Consulting Structural Engineers 663 Valley Avenue, Suite 101 Solana BeachCA 92075 Tel (858) 509-8505 .Fax (858) 509-8515 'email: sandiegopvec.com JOB SHEET# OF -. CALCULATED BY _#"\t DATE________ CHECKED BY DATE ' SCALE: Palos'Verdes Engineering Corporation Consulting Structural Engineers 1 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 - - Telephone (858) 509-8505 - Fax (858) 509-8515 JOB 26-11-397 SHEET NO 3.5 OF_________ CALCULATED BY A.L. DATE 7/8/11 CHECK BY DATE SCALE 5.1 Lateral Design & Analysis (cont) Gridline 20 % ( 7076 x 020 = 1415 #) '-,- 1415 lbs A V' " 21 ft = 67 plf / A OTF = 640 lbs o [5'c+ o# HO I6O ) O 4.. S.,.. - 4• -. .. - - F. .5 • S. -.5'...- 5, 5, 5 45555 - . 1- 4 -- .1. -. •.. S 5 S . . .4 .5 ,. . . 5- S.. - • .5 . . S 55W, 5 -'S.. ••, 4 : Palos Verdes Engineering Corporation Consulting Structural Engineers 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 - Telephone (858) 509-8505 -Fax (858) 509-8515 JOB 26-11-397 SHEET NO 'OF________ CALCULATED BY AlL. DATE 7/8/11 CHECK BY DATE SCALE - 5.2 Lateral Design & Analysis (cont.) .-.Gridliné (Z') , 5 % ( 4379 x 0.05 = 219 #) 219 lbs. + 991 A ,'- 10 ft. . 121 •plf /A\ OTF = 1149 lbs. . . . USE 4x4 w/ 4.. 5. . .' Gridline 9 % ( 4379 x 0.09 = 394 #) 394. lbs. + 849 - A %v 5 ft = 249 plf / B OTF = 2362 lbs USE 4x4 wl .Gridline r 32 % ( 4379 x 0.32. = 1401 #) 1401 lbs.+ 2264 . A 11 ft. = 333 plf / c OTF . 3165 lbs. ' USE 4x4 . Gridline - 25 . % ( 4379 x 0.25 = 1095 #) 1095 lbs. +' - 15 ft.. = 73 plf , OTF : 693 lbs.' . USE 4x4 Gridlire '(i') - . 18 % ( 4379 x 0.18 788 #) 788 lbs. + 1344 ' A V = 9 ft 237 plf / A - OTF = 2251 lbs USE 4x4 S., 1' - Palos Verdes Engineering Corporation Consulting Structural Engineers LA _______ 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 _________ . Telephone (858) 509-8505 - Fax (858) 509-8515 JOB 26-11-397 SHEET NO OF . CALCULATED BY A.L. DATE 7/8/11 CHECK BY DATE SCALE Abxb E4x4 A ,165tJ ,,• L-f /B\'z.' JSE4x4 . USE 4x4 w jJD5 USE 4x4 - JOB 26-11-397 SHEET NO OF •. CAL bIJLATEDBY A.L. DATE 7/8/11 ' CHEKBY DATE SCALE 4) '. I Palos Verdes Engineering Corporation Consulting Structural Engineers L4_ 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 Telephone (858) 509-8505 - Fax (858) 509-8515 5.2 Lateral Design & Analysis (cont.) Gridline (7') 15 % ( 4379 x 0 15 = 657 #) 657 lbs. + 637 299. r plfi 1 \M73e 4.33 ft. . .. . . OTF - - 2839 lbs. Gridline2 10 % ( 4379 x 0.10 = 438 #) . 438 lbs. + 566 V ' 5 ft = 201 plf - -: • OTF = 1907 lbs. Gridline (') 19 % ( 4379 x 019 = 832 #) 832 lbs. + 1486 = 5 ft = 464 plf OTF = 4404 lbs Gridline () 31 % ( 4379x 0.31= 1357#) -s - .. :' , 1357 lbs. + 2335 7.5 ft. 492 plf TF = 4677 lbs. ' V Gridline (T') 15 % ( 4379 x 0.15 = 657 #) 657 lbs. + 637 4, V Ic v = 65 ft = 199 plf - OTF = 1891 lbs USE 4x4 '_J, .. , -. S &'- y I-OFA Palos Verdes Engineering Corporation - Consulting Structural Engineers 663 Valley Avenue, Suite 101 Solana Beach,CA 92075 1 Tel (858) 509-8505 'Fax (858) 509-8515 .email: sandiego®pvec.com JOB - SHEET# OF_________ CALCULATED By AL- DATE_______ CHECKED BY DATE - SCALE: j.. - 1 , • 4- - 72[3L \OC4 -)R £ Ct NO - . L • -. ! .1 a $ .' 4 • •- • • .. -. - --.-•. _( .• 5! - • - '.. : Palos Verdes Engineering Corporation Consulting Structural Engineers 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 Telephone (858) 509-8505 - Fax (858) 509-8515 JOB 26-11-397 SHEET NO k0 OF CALCULATED BY A.L. DATE 7/8/11 CHECK BY DATE SCALE .1 A USE 4x4 -4. 4, '4 I' - 4 ASBP = 1500 psf S. - Palos Verdes Engineering Corporation Consulting Structural Engineers 663 Valley Avenue, Suite #101, Solana Beach, CA 92075 Telephone (858) 509-8505 - Fax (858) 509-8515 - - JOB 26-11-397 SHEET NO 41 OF_________ CALCULATED BY A.L. DATE 7/8/11 CHECK BY DATE SCALE 6.0 FOUNDATION DESIGN - -..,. '. 6.1 CONTINUOUS FOOTING w= 850. pif width = 850 pif = 0.567 ft (MIN) > 7 INCHES (MIN) '.1500 psf, - 15 "WIDE CONTIN. FTG WI - 2 - # 4 TOP AND BOTTOM & EMBED. . 18 INTO UNDISTURBED SOIL (MIN.) - - 6.2 MAX POINT LOAD ON FOOTING P 1 = 1500 * 15 * 48 12 12 P 1 = 7500 lbs -: 6.3 PAD DESIGN ,. LA - SIZE pi.• 24 "SQUARE x 12 "THK - . WI 3 -# 4 EACH WAY -• - __•,,_.•_,.•.,_ .• '1 ••• - .1 - I * --- :-, ! ". •' *•. .• •. . a - S.. • -.* LOAD Pmp 1500 * 2 2 Pmax = 6000 lbs S. ... :- - - •. I - . ''' , I '*_•, I ,• ...: '. -i. • - 4 . I I 'I •, - J• - V • Technical 'I- Field Services, Inc . ..,V Civ il Fngmeeruig & Inspection - - ' V4 14 - : T •- -' PRELIMINARY GEOTECHNICAL REPORT, --.•• PINNOW RESIDENCE, 1199 TAMARACK AVENUE, CARLSBAD, CALIFORNIA 92008 - : PREPARED FOR: • -. •. - •.:Mrs. Ronda Pnow V 1199 Tamarack Avenue Carlsbad, California 92008 PREPARED BY - Technical Field Services, Inc 1944 Kellog Avenue, Suite 103 I • : Carlsbad, California 92008 -• .•• - . ••'• •• ••V. - V -. .V• •4V V *',+'V •V. V. - •, -. V : ,.-.-: -= •• * , •V, April 20, 2010 : Project No 4140 4* V V VVj,IV 4. . * I 41 - S • *V -- -T' V ••V - V V . . • •• •V V • 1199 Tamarack Avenue ,Carlsbad, California 92008 (760) 434-2617 dw to - - - • :- - l- - - Technical Field Services, Inc. CR11 Engineering & lnpection! - • - -' -- * . - April 20, 2010 - Project No 4140 -Ivirs. Ronda Pmnow •, 1199 Tamarack Avenue Car1bad, California 92008 .. T - •- . :--- • -. -.---- ---- 1-; -• -, .-:t - I S - % S ... •,_ _,.. .-.-. -. - .- -•• Subject Preliminary Geotechnical Evaluation and Recommendations, Pinnow Residence Addition and Garage, 1199 Tamarack Aveñ'ie, Carlsbad, California 92008 A.P.N.: 206-261-03. Dear Mrs Pinnow * Transmitted herewith is our Preliminaiy Geotechmcal Report for the subject project, dated April 20, 2010 The proposed project will be a second story addition to the existing single story home, and sepa- rate detached garage The soils evaluation services as authorized by you includes: site evaluation of 1 existing soils, laboratory testing for expansive potential, soils classification, and recommendations for foundation design and construction. Tius report presents our field operations, results of our field and laboratory tests and recommendations; S We appreciate the oppoftun ty to- be of service and look forward to continued involvement with •' your project Should you have questions, please contact the undersigned Respectfull)r submitted, c~es, ilnd~, 4 ®R - ~zv & Chrisiop_ 1, CIV Distribution (2)Addressee - ll99TarnarackAenue, Carlsbad, California 92008 (760) 434 2617 5! - Pinnow Residence April 20, 2010 1199 Tamartack Avenue, Carlsbad . Project No 4140 -- ,. TABLE OF CONTENTS - Page T. INTRODUCTION .......r 2 SITE DESCRIPTION.".....: 1 3 SUMMARY OF FIELD EVALUATION 1 4. FIELD AND LABORATORY TESTING ............................................. .... ............................... 1 5 GEOLOGIC HAZARDS ..... .................................................................................................... 2'.' ' 6. CONCLUSIONS AND RECOMMENDATIONS...................................................................2 . -- 7 .LIMITATIONS 3 8 SELECTED REFERENCES 5, illustrations . .•- . '. .. . Figure 1— Site Location Map Tables,. Table 1 - Moisture-Density Test Results Table 2 - Exjiansion Potential .Test Results -.. Appeñdii Appendix A Re pecifications A. 4140 Pinnow Otch . - - . . - . .• .-.- - . .-. . • S . -. .. - - • . - 'S Pinno:Rsidenc • April 20, 2010 11.9.9 Tamarack Avenue, Carlsbad Project No 4140 .•i_ - -•t .-.•- __i__ -, .-, IS • - t. . •- :- - - • . .. . . • . - •. I. ;INTRODUCTION In response to your request and authorization, we have provided geotechmcal evaluation and testing - servicèsfor the proposed project. The purposes of our services were to evaluate existing soils and - I provide recommendations for construction of a second story to the existing home, and a detached • .- 4 single story garage We performed field and laboratory tests of representative material samples to evaluate suitability of -. the existing underlying soils at the site. Our findings and conclusions are presented herein. . . 2 SITE DESCRIPTION The subject site is located at 1199 Tamarack Avenue, within the City of Carlsbad in San Diego County. The site is bound by residential property to the South East and West, and Tamarack Avenue to the North.1The I site has anxisting single story residential structure. Access to the site is made through the existing driveway on Tamarack Avenue SUMMARY, OF FIELDEVALUATION Our eriginee'ri coriducted.thè field investigation on April 5, 2010. Soils encountered were Quater-- nary, paralic marine terrace deposits of the late to mid Pleistocene era, San Pedro Formation (Q) t surface grade, consisting of medium cemented light brown sandy silt with fines Soil samples were taken for laboratory testing within the proposed new construction area Soils were probed aiid found to be firm and of high density. A sample was taken for in-situ density evalua- tion and expansion index testing Soils were visually and texturally classified according to the field, identification procedures set forth inASTM D 2487. . • • FIELD AND LABORATORY TESTING Laboratory tests veréperformed on a representative sample of the existing material to evaluate • expansion potential, and optimum moisture-density relationship The maximum thy density and optimum moisture content tests were performed in general accordance with ASTM D1557, and the results are presented in Table I Expansion potential test was performed in general accor- dance with UBC Standard 18-2, and the results are presented in Table 2. Groundwater was no encountered during the course of our investigation Groundwater is antici- pated at a depth greater than 15 feet We do not anticipate groundwater to affect the proposed m developent •, ,- .• . S..--- - . _,.•5 . .'.,•- ..:• -, '1 - . - • S. • . I .- -I -, I- S - . - - - ---I.- •. . • --,• - -, J - S S -, .S•p - - • - - -I . --.• -- -:-.- 1 Technical Field Services, Inc Pinnow Residence . April 20, 2010 1199 Tamarack Avenue, Carlsbad Project No 4140 5. GEOLOGIC HAZARDS A review of available geologic hazards pertaining to the site indicates the existence of the Elsi- nore fault zone approximately 50 miles to the northeast, the Newport-Coronado fault and the Rose Canyon fault zone approximately 15 miles to the South of the site. These faults, or any other major active faults in the region have the potential to produce moderate to strong ground shaking It is likely that the site will experience the effects of at least one moderate to large mag- nitude earthquake during thelife of the proposed structure. . We used the computer program Seismic Hazards Curves and Uniform Hazard Response Spectra, * - provided by the USGS to compute the seismic design criteria in accordance with the 2007 Cali- fornia. BuildingCode (2007 CBC; Based on the 2006 International Building Code [IBC]), Chaptr 16 Stuctural Design, Section 1613 Earthquake Loads. Table 3 below summarizes site-specific design crite?ia obtained from the 2007 California Building Code. The short spectral re- sponse uses a period of 0.2 seconds ; TABLE 3 SEISMIC DESIGN PARAMETERS Parameter - - Value IBC-06 Reference Site Class . D Table 16 13.5.2 ..Spectral Response— Class D (short), Ss 1.120g Figure 1613.5(3) Spectral Response-Class D (1 sec) Si 0.38g Figure 1613.5(4) Site Coefficient, Pa 1.05 Table 1613.5.3(1) Site Coefficient, F •- 1.64 Table 1613.5.3(2) Maximum Considered Earthquake Spectral Response Acceleration (short), Sms 1.1 76g Section 16 13.5.3 (Eqn 16-37) Maximum Considered Earthquake Spectral Response Acceleration (1 sec.), Srni 1.312g Section 1613.5.3 (Eqn 16-38) 5% Damped Design. . Spectral Response Acceleration (shoFt), Sds 0.784g Section 1613.5.4 (Eqn 16-39) 5% Damped Design,,.'Section Spectral Response Acceleration' (1 sec), Sdi 0.875g 1613.5.4 (Eqn 16-40) *- 6. CONCLUSIONS AND RECOMMENDATIONS Based on our observations and the results of our field and laboratory tests, it is our opinion that the site is suitable for construction of the proposed addition to the residential structure, provided the recommendations included herein are implemented in design and construction. .The proposed structure- falls under Seismic Use Group 1. The Site Class D is assigned based on the existing soil profile: The Seismic Design Category D analysis procedures as identified in CBC Table 1616 6 3 shall be used in design A value of 150 psf for lateral bearing capacity may - . - • 2 Tclrnkal [Flald srvlces, Inc. (. *•••: - S. Pinnow Residence April 20, 2010 1199 Tamarack Avenue, Carlsbad, Project No 4140 4 4 be used The equivalent fluid pressure of 55 pcf should be used for retaining wall design, with a friction coefficient of 0 25 against lateral sliding Based on the consistency of oil deposits, and the absence of shallow groundwater, it is our opin- ion that the potential f6f liquefaction is very low. Grading And Earthwork There is no grading anticipated for the project All footings for the project will be founded in competent formational soils Any site grading shall be performed in accordance with standard grading procedures outlined in the appendix A, and minimum requirements of the City of Carls- bad 7 , -- 4- •. t 4. Foundation *and Slab Continuous footings andlo4r spread footings are suitable for use for the proposed second story structure, provided they are founded within the following minimums: Spread footings and grade beams shall exiend a nunimum of 24 inches below adjacent grade Continuous footings shall be a minimum of 18 inches m depth, and l 5 inches in width, and shall be reinforced with a minimum of 2 #4 bars,3 inches clear from the bottom of footing, and 2 #4 bars within 3 inches of the top of footiiigs. It is recommended that concrete be a minimum of 2500 psi for footings and slabs. Concrete floor slabs shall be a minimum of 4 inches true thickness with reinforcement consist- ing of #3 bars placed at 18 mches on center each way. Slab reinforcement shall be placed within the middle third of the slab by supporting the steel on chairs or "doby" blocks Slab reinforce- ment should extend a minimum of 6 inches into perimeter footings Garage slabs may be constructed inäèpendent of the garage perimeter footings The effect of concrete shrinkage will result with cracks developmg through the slab This effect is common to all concrete, and may be reduced by placing the fresh concrete at a maximum slump of 4 inches. The minimum steel rec- ommended is not intended to prevent or reduce shrinkage cracks Prior to slab placement, the sub-grade should be prepared with 2 inches of clean granular sand, followed by a minimum of 10-mi! thick moisture barrier, and overlain by 2 inches of clean sand Footings and slab areas to receive concrete should be pre-saturated to optimum moisture 24 hours prior to and wetted just prior to concrete placement fr An aIIo'vable soils bearing value of 2000 pounds per square foot may be used when designing continuous and spread footings founded a minimum of 18 inches into firm natural formation, as set forth in the 2006I.B.C. table 18042 It is anticipated that over time, the underlying soils have a potential for settlement of no more than 1/8 mch, and potential for differential settlements of as much as 1/8 inch . - • •: • . - .: • ' : - • • •-• .•. •i' • •• - 3 Technical FI.Id Ssrv$css, Inc -4 1 I. • - -, - 4 • -• • -. - - _• Prnnow Residene April 20,2010 1199 Tamarack Avenue, Carlsbad Project No 4140 - -. Drainage Adequate measures shall be implemented to properly finish grade the site after the structure and other improvements are in place, such that the drainage water within the site and adjacent properties is directed away from the foundations, retaining walls, footings, floor slabs and the tops of slopes by the,use of swales and subsurface drains towards the natural drainage of the lot. Proper, surfaceand subsurface drains shall be used and maintained to minimize the potential of water seeking the level of bearing soils under the foundations, footings and floor slabs Planting and watering within 18 inches of the structure is not recommended, however may be unpie- mented .vith proper drainage and limiting water within the 18 inch perimeter zone Th 7 LIMITATIONS The geotechnical services outlined in this report have been conducted in accordance with current practice and the standard of care exercised by geotechnical consultants performing similar tasks in this area. No other warranty, expressed or implied, is made regarding the observations and conclusions expressed in this report The reported test results represent values at the locations tested It is important to note that the Precision of field and laboratory tests is not exact and variations should be expected The re- ported locations and elevations of the tests are estimated based on correlations with the site plans Further accuracy is not implied A 1 1 .. . 4 4 $ 1 - ,-•. - - -. 4 ,-. 'It .,-'• • 4 Technical Field Services. Inc r. - - Pinnow Residence April 20, 2010 , 1199 Tamarack Avenue, Carlsbad Project No. 4140 , L 8. SELECTED REFERENCES American Public Works Association, 2003, "Greenbook" Standard Specifications for Public Works Construction. . City of San Diego, 2005, Supplement Amendments to the Standard Specifications for Public Works Construction, San Diego. California Building Code, 2007, Ch's 16,18, Seismic Engineering Design Provisions : - - '.! •••. •I • . I - - .•. .1 -1 r * - - F • . ' . a 4 - .• - a - - _.1. - . - S .. ., •• - . -S * --• .--. •• . * . . 5 Technical Field SiMcis, Inc VVt . •VI I - - - ;_ - _— V SHEET INDEX - . - PROJECT DATA APFUCAM10IRWERSACOM Na • Am ohm agwmm —am" N OWNEW V - Na - — *won MOM —. .. - - . .•- . .• -ASSESSORS . PARCEL NUMBEL -. . . PINNOW MR= DESCRWrKft ADDITION DESIGN CRiTERIA cVNOiCom - AREA ANALVM PROPOSED GARAGE & \ — c_ somm =M age a !Eow OEM = ___monn MR sow, om 04RISTOP$-IER —r $ & CONSULTANT INFORMA11ON -_ RONDA !\I vnw GENERAL NOTES ________________ IBM owl =&VvcMR sm - VICINITY MAP rX=,=fW4Vm 2=0= momm"Mmw on I MOM WATERL8WM I 8MPt(D I t mum I3'' L. f. . • srm r1- I_UN UNa' - RU •WIN — Y UN IN - I i I I VTST1*M WAlER SW'S __ S RU RRU U RU RUIN IN £ — a V V . -. UU__RU_IcUI. 1=INW - N I — . - — NaN V . sow" a • = f. - -. V • - V V 4 3! PINNOW ADDITION - 4 - BUILDING PLANS .. V FOR A GARAGE &HO 'ADDflION - a - F T — NO GRADING — bNa V e,4-r- 01 A,.I - - - - -- , 4 - Pinnow Residence April 20, 2010 1199 Tamarack Avenue, Carlsbad Project No 4140 4 . • •• • '1 * -. • - ,• - -4 •..ft 4 .• ' 4 ft• 44 , 'ft • 0 4 44 •'. - . - 4 4, 4 • ••' .. . Table 1 - Maximum Density Test Results- ft . -4 -4 - f - ', •• . - Table 2 - Expansion Index Test Results Material . ' Maximum Optimum Type No. ' • Description Dry Density Moisture Content (pcO (%) 1 Brown silty Sand (SP) 124.5 8.0 -: : Material Type No. - Initial Final Expansion Moisture Moisture Index - - 1 -;; •. 5.5% 12.0% 0-20 -very low - 4 - . -•- -- -- -- ft -- •' - 4 . '•_ ft 4 - ft . - ft., * ft - - .4 4 4.,' ..' - - - • ..4' - -, 4, • •,•.4 - 44. -- • 4 4 •_••• I ft - . ft - •! ' 4 - 4 . i.,. '4. ft - .. 1'. •- - - •• 4 4 ft ¼' .' - L • ft44,!t' -- 4 1 L : I ft 4140 2 * - • . - - 4 _ ' $4 • - .4 • - -- -: 4 £CI,TYOF. 104> C ARLSBAD - , V CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov.. 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 PINNOW RESIDENCE Buildmg Permit V. Plan Check Number: - CB101226 ;. Project Address: 1199 TAMARACK AV - AP N 206-261-03-00 Project Applicant CHRISTOPHER PINNOW (Owner Name) Project Description RESIDENTIAL ADDITION Building Type V-N - Residential: New Dwelling Unit(s) ' Square Feet of Living Area in New Dwelling - - - Second Dwelling Unit Square Feet of Living Area in SDU Residential Additions: 1664 Net Square Feet New Area ' - Commercial/Industrial: Net Square Feet New Area City Certification of -. 'Applicant information KATh1' 6IRVIM Date 8-22-11 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD -• . Carlsbad Unified School District [J Vista Unified School District []San Marcos Unified School District , 6225 El Camino Real 1234 Arcadia Drive 2 1 5 M a t a W a y Carlsbad CA 92009 (331-5000) Vista CA 92083 (726-2170) San Marcos, CA 92069 (290-2619) Contact: Nancy Dolce (By ADDt. Onlv fl Encinitas Union School District D San Dieguito Union High School District V `101 South Rancho Santa Fe Rd 710 Encinitas Blvd. V V V Encinitas, CA 92024 (944-4300 ext 166)J Encinitas, _CA 92024 (753-6491) V V V V Certification of ApplicantlOwiiers. 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 - V 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 V that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is - V V V - authorized to sign on behalf of the Oer. Signature Date Page lof2 .. Rev. 03/09 V 4 - 4 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) - * ; THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE • PROJECT HAVE BEEN OR WILL BE SATISFIED p. - - .-' SCHOOL DISTRICT The Undersigned, being duly authorized by the applicable School District, certifies that V 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 issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL - DISTRICTOFFICIAL (') TITLE eià NAME OF SCHOOL DISTRICT ARLS3AD UNIFIED SCHOOL DISTRICT'.. 6225 ELCAMINO REAL - - CARLSBADJ CA 92009 - DATE I - - • I -' - PHONE NUMBER • 1 33H5ao ol V .-,, •••.• ••. .• - I - - •1 •. - -4 - $ Lw-V ,• t - •V( V - - -, - .-. , •, '•- .•. ,, -. V * ,- • •V VVV - V, V V V -- *V •••V .. . ••V,:V VV . • .4 V • -. - ••, ! V - — 4 - V V •V • - - - c V •V,' -. I • V.. -, -- •V •V• •,• V .. - -- I I - - V ••4 V_ *- I-- - , 4 V ••. V• •VV •VV V V%;V' •_ I I 4,' . Page 2 of 2 Rev. 03/09 Development Services Building Department 1635 Faraday Avenue 760602-2719 www.carlsbadca.gov '5. Project Address To cc&cK € Permit No Information provided below refers to work being done on the above mentioned permit only. - This .form must be completed and returned to the Building Department before the permit can be issued. Building Dept Fax (760) 602-8558 Number of new or relocated fixtures traps or floor drains 5 ',,' • New building sewer line? .................................................. Yes No X. 5 - _____ I ---------------- -------------.--'-- Number of new roof drains? ........................................................ .' Install/alter water line? ......................................................................................................................... ______ ' .'5 •• • Number of new water heaters? ......................................................................................................... C.) Number of new, relocated or replaced gas outlets? Number of new hose bibs? ( . .• - - I 0• Upgrade existing panel' .........................................................................................YesX No I From O ZOO Amps Numberof new panels or subpanels' ............................................................................................... SinglePhase ...........................................................................................Number of new ampereslOt' - Three Phase .............................................................................................. Number of new amperes_____ - Three Phase 480 ..................................................................................... Number of new amperes_____ S Remodel (relocate existing outlets/switches or add outlets/switches)? - Yes No'' I S Number of new furnaces, A/C, or heat pumps? ................................... ......................................... O New or relocated duct work? ........................................................................... Yes X No Number of new fireplaces? ................................................................... .............................................. 0 Number of new exhaust fans? ..................................................................................... ................2. Relocate/install vent7 ceoc..d-e Number of new exhaust hoods? ........................................................................................................ C •' Number of new boilers or compressors? .............................................. . ............. Number of HP C) - ' 0 'S•; 0 0 * B-lB S • • Page 1 of 1 Rev. 03/09 - 0, • - 5! 5-' _S. • -'5 , • •. 4 . -, 0• ' 5 . 5