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1347 OAK AVE; ; CB090523; Permit
p - . - City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 / I 04-23-2009 - Residential Permit -.- Permit No: CB090523 Page 1 - Building Inspection Reuest Line (760) 602-2725 :- * •- .p . Job Address: 1347 OAK AV CBAD Permit Type: RESDNTL Sub Type: RAD Status: ISSUED Parcel No: 2050204400 Lot #: 0 Applied: 03/31/2009 Valuation: $10,000.00 Construction Type: VN . Entered By: RMA Occupancy Group: Reference #: ' Plan Approved: 04/23/2009 # Dwelling Units: 0 . Structure Type: . - Issued: 04/23/2009 Bedrooms: 0 Bathrooms: O -7.. Inspect Area: Project Title: MORGAN RES-DEMO ALL ROOF FRAMI . Orig PC#: RE-BUILD 1092 SF ROOF TO HIP STYLE, DEMO EXIST 312 SF Plan Check#: Applicant: .....- Ovner: - MORGAN DAVID J&LAURA M - - MORGAN DAVID J&LAURA M 1347 OAK AVE -> 1347 OAK AVE ' CARLSBAD CA 92008 - .. '. CARLSBAD CA 92008 . N. 1 . Fee Description . - Units - Ext Fee \, -Building Permit :. - .;-.__. . S..- .. S5• c$117.81 -• Add'I Building Permit Fee . . " , -'i. '-S ' - $0.00, Plan Check . . -..- _$76.58 Add'l Plan Check Fee DI Check Discount - .. —. ---5- .-w. Strong Motion Fee $1. 00 00 Green Bldg Standards (SB1473) Fee - $1.00 Park In Lieu Fee . (.. _' , - J $0.00 .....-Park Fee $0.00 LFM Fee $0.00 I Bridge Fee _:-'--.-- . . $0.00 Other Bridge Fee $0.00 BTD #2 Fee N . $0.00 BTD #3 Fee / $0.00 RenewaI-Fee ,' I $0.00 Add'lRénewaI Fee _ 1 $0.00 Other Building Fee . t' ,' $0.00 Potable Water Connection Fee 'A . \' ) $000 Add'l Potable Water Connection Fee Y $0.00 Reclaimed Water Connection Fee - (. J! ' 0 c---...,, \\' ' '$0.00 Add 'I Reclaimed Water Connection Fee "- $0.00 BUILDING TOTAL I -. . \ - $196.39 CFD Payoff Fee U P -: $0.00 PFF PFF (CFD Fund) FINAL APP-N-0Al sso-00License Tax V License Tax (CFD Fund) . . . -. $0.00 Traffic Impact Fee . -. .. -. f/ -. . $0.00 Traffic Impact (CFD Fund) . - DATE £' $0.00 LFMZ Transportation Fee ------'------.$O.00 ,Sidewalk Fee $0.00 Plumbing Issue Fee - ., SIGNATURE,_JQ ç4V( . Fixture or Trap - •. 0 VT Building Sewer . . 0 $0.00 Roof Drain 0 . $0.00 Install/Repair Water Line . 1 . $7.00 WaterHeaterand/orVent . 0 . $0.00 Gas Piping System - . 1 . - , $7.00 * Vacuum breaker 0 Other Plumbing Fees . - - . . . . $0.00 PLUMBING TOTAL - . -. - . $34.00 ,- - City of Carlsbad . . 1635 Faraday Av Carlsbad, CA 92.008 04-23-2009 Residential Permit Permit No: CB090523 Page 2 •" . Fee Description . Units " Ext Fee Electric Issue Fee ,. .. . ' $10.00 Single Phase per AMP 0 • .• $0.00 Three Phase per AMP 0 $0.00 : Thre& Phase 480 Per AMP 0 . • $0.00 Remodel/Alteration per AMP 0 . . • $0.00 Remodel Fee . $10.00 Temporary Service Fee . - $0.00 Test Meter Fee $0.00 Other Electrical Fees . $0.00 ELECTRICAL TOTAL . $20.00 • Mechanical Issue Fee $0.00 Install/Furn/Ducts/Heat Pumps Fee 0 • $0.00 . Fireplace Installation Fee . 0 . . $0.00 Exhaust Fan Fee 0, "' - . $0.00 Installation/Relocation Vent Fee • .- 0 .-• $0.00 Hood'Fee 0 $0.00 Boiler/Compressor to 15HP Fee - 0 ,' $0.00 • Other Mechanical Fee $0.00 MECHANICAL TOTAL - . / ¼ / \ $0.00 .1 Housing Impact Fee .• $0.00 . Housing In Lieu Fee ¼ ' .. $0.00 Housing Credit Fee .. . $0.00 Master Dainage Fee / .,. .. ' ( $0.00 " SewerFee - ,. ,j J' '\ $0.00 •..., .J ,-.. •--. Meter Fee - . / -T '- 7 . - •, - --.- $0.00 SDCWA Fee • ---•• -- _ 2'• '-$0.00 ••4J• HMP Fee $0.00 ' - t Additional Fees,. - , Ak ''. $0.00 TOTAL PERMIT FEES . - I $250.39 • 1: IA ç\ / - - -..• • t.. :.j; Total Fees $25039 Total Payments To Date Y $25039 Balance Due $000 - / J 1452 71 / - - /1 . - • .- / / r '-,, / - : ' - ' / - 7 : - r • / • * - - - - - . - _-ft• • - •¼ ': - t .,-,•--,. J,•'_ .-- t I 1-v - - -. •- -'-.,.. - - - &yof Carlsbad 1635 Faaday Ave., Carlsbad, CA 92008 ' 760-602-2717/2718/2719 Fax: 760602-8558 www.carlsbadca.gov Building Permit Application 4 41.K0 Aw I 'fl r WAY w (q'v I JflTii lOB ADDRESS SUITE#/SPACE#/UNiT# APN I 3i—— (DAk 'AVE -O - 02-b — — ,T/PROJECT # LOT # 1 PHASE # # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP DESCRIPTION OF WORK: include Square Feet of Affected Area(s) - A& N&) Ti2Ck ( z 4i tJ-'Th. WOF- TO C#L Ft IL i,Q/t).MJ&-, HO (flAc 1WOF 76 WS lg,5OLI~J_/"Pter_cFfl~ LU fl* it/EvV i -E Ho 1L T? kk- ON CPn2, AiI M Ll ixi To Th 11U'- NJ Q2 ?O1I- L14 EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YES 0 #_ NO 0 YES 0 NO 0 YES 0 NO 0 ONTACT NAME (If Different Fom Applicant) APPLICANT NAME ADDRESS ' ADDRESS V 131117- ON-- CITY - -. STATE ZIP CITY STATE ZIP V CA- PHONE ,., FAX PRONE FAX (19ld1W3 EMAIL EMAIL V kVIOftv&/.tcMCj iiNU (fr1 PROPERTY OWNER NAME - ONTRACTOR BUS. NAME € LAORA Mb1L( ADDRESS ADDRESS ';• " , /3-O4/AVEL - CITY ' STATE ZIP CITY STATE ZIP LZA Cr— Ci2L,8 V PHONE . FAX . PHONE FAX - ________________________________ EMAIL . - EMAIL ) 1VAiE c)11 . ARCH/DESIGNER NAME&ADDRESS , STATE UC.# STATELIC.# - CLASS CITY BUS. UC.# 414 f 1\0I2 C-20OS B V Ia,,., Puoinoio aim rrwrosions i_ooe: May Ui7 or i.ounly wnrcn requires a permit to construct, alter improve po.motisn or repair any structure prior to its issuance, aloq requires the applicant for such permit to tile a signed statement that he is licenoed Jurxuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 1000 of Divaion 3 of the Business and Professions Code} or that he is exempt there in, and the basis for the alleged exemption. Any violation of Section 1U31.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: I hereby affirm under penally of perjury one of the following declarations: - V 0 I have and will maintain a certificate 01 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. 0 I have and will maintain workers' compensation, as required by Section 370001 the Labor Code, for the performance of the work for which this permit is issued. My voters' compensation insurance carrier and policy number are: Insurance Co.V V V Policy No. Expiration Dale This section need not be completed if the permit is for one hundred dollars ($100) or less. V . : • V V 0 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 10 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 (&100000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest and attorney's fees. - V . CONTRACTOR SIGNATURE V V DATE ®c8000wgcMuo QtPøw thereby affirm that! am exempt from Contractor's License Law for the following reason: I, as owner of the properly 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 10 an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 V , , as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply 10 an owner of V property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). V - 0 I am exempt under Section VV Business and Professions Code for this reason: V V V 1. I personally plan 10 provide the major labor and materials for construction of the proposed property improvement. Yes 0 No V - - V 2. l / have not) signed an application for a building permit for the proposed wrk. V 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone! contractors' license number): ••7/3• - V, , - :4 t plan to provide portions 01 the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address / phone! contractors' license number): - 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone / type 01 work): - V ' V V V , PROPERTY OWNER SIGNATURE jj,411 rf4 V DATE 30 0 a/c o® aoiimti Dw tiicci Is the applicant or future building-occupant required to subnit a Kusiness 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 0 No - -- Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No - V Is the facility to be constructed within 1,000 feet of the outer boundary 01 a school site? 0 Yes 0 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. - aQ OUDI I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued(Sec. 3097 (i) Civil Code), Lender's Name V V V V Lenders Address - I certify that l have read the application and state thattheabove Information is correct and thatthe information on the plans is accurate. I agree to comply with all Cityordinances and State laws relating to building construction. V I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD V AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permft is required for excavations er5'0' deep and demolition or construction of structures over 3 stories in height. - Every permft issued byth ldingoffisiol und the provis -ts of this Code shall expire by (rnftation and become null and vod fthebuitting ccvrkauthotizedbysuc*i permft 6 not rrmenced withinysftcznthedateofsudipemit2*~bigo riodof tEXPIRATION: 1 days(Sect i 106.4.4Un0ormBuildirsgCode). 11 1 - • - V APPLlCANT'S SIGNATURE V - V V DATE 7a 1 612 3 L City of Carlsbad Bldg Inspection Request L For: 08'10/2010 Permit# CB090523 Inspector Assignment: PC Title: MORGAN RES-DEMO ALL ROOF FRAMI Description: RE-BUILD 1092 SF ROOF TO HIP STYLE, DEMO EXIST 312 SF SUB TERRAIN GARAGE & BUILD NEW 312 SF GR UP "r^ I I A r I I I A r% I% 0 Ff%Uf' LI Type: RESDNTL Sub Type: RAD Phone: 7607171354 Job Address: 1347 OAK AV Suite: Lot: 0 "y Location: Inspector: io_ OWNER MORGAN DAVID J&LAURA M Owner: MORGAN DAVID J&LAURA M Remarks: Total Time: Requested By: DAVID MORGAN Entered By: CHRISTINE CD Description rAAComments 19 Final Structural 29 Final Plumbing ________________________________________________ 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# Inspection History Date Description Act lnsp Comments 09/23/2009 18 Exterior Lath/Drywall AP PC 07/13/2009 21 Underground/Under Floor AP PY 07/13/2009 22 Sewer/Water Service WC PY 07/13/2009 24 Rough/Topout AP PY 07/13/2009 34 Rough Electric ( AP py 07/13/2009 83 Roof Sheathing/Ext Shear AP PY 05/26/2009 11 Ftg/Foundation/Piers AP PC FRONT SET BACK, OK PORCH ROOF TO BE 4F OIN DEEP 05/26/2009 21 Underground/Under Floor AP PC EsGil Corporation In Partnership with government for Building Safety DATE: 4/21/09 U APPLICANT JURISDICTION: City of Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 090523 SET:!! PROJECT ADDRESS: 1347 Oak Ave. PROJECT NAME: Morgan Residence Remodel & Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. El 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. Eli The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: City to place the soil notice stamp on the plan. By: David Yao Enclosures: EsGil Corporation LI GA LI MB 1] EJ LI Pc 4/14 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 - EsGil Corporation In Partnership with government for Bui(ding Safety DATE: 4/8/09 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 090523 PROJECT ADDRESS: 1347 Oak Ave. ANT D JURIS. U PLAN REVIEWER U FILE SET: I PROJECT NAME: Morgan Residence Remodel & Addition El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: David Morgan 1347 Oak Ave. CaTlsbad, CA 92008 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. Person contacted: .Dayid Morgan Telephone #: 619-917-9713 Date contacted"/O q Fax #: _.MaiIV"eIephoneV"Fax In Person REMARKS: By: David Yao Enclosures: EsGil Corporation E] GA El MB -El EJ El PC 4/2 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 090523 4/8/09 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 090523 PROJECT ADDRESS: 1347 Oak Ave. FLOOR AREA: New 208 sf porch New roof framing REMARKS: JURISDICTION: City of Carlsbad STORIES: 1 HEIGHT: 'DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 4/2 DATE INITIAL PLAN REVIEW PLAN REVIEWER: David Yao COMPLETED: 4/8/09 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 Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of abuilding 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 before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of 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 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. City of Carlsbad 090523 4/8/09 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: 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. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . PLANS All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 2. Provide a statement on the Title Sheet of the plans, 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. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Sec. A106.1.1. . FIRE PROTECTION Show locations of permanently wired smoke alarms with battery backup as follows (Section 907.2.10.1.2): Inside each existing bedroom. On the ceiling or wall outside of each separate existing sleeping area in the immediate vicinity of bedrooms. In each story within a dwelling unit, including basements. NOTE: Where more than one smoke alarm is required to be installed within a unit, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the unit. Section 907.2.10.3. City of Carlsbad 090523 4/8/09 5. Where an addition, alteration or repair to an individual dwelling unit or guestroom in Group R requires a permit, battery-operated smoke alarms shall be installed in the existing construction in accordance with the preceding item. Section 907.2.10.5.2. . GENERAL RESIDENTIAL REQUIREMENTS 6. Windows required for natural light shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205.2.2. 7. Show that ceiling height for habitable rooms and hallways is a minimum of 7'-6". Section 1208.2. EXITS, STAIRWAYS, AND RAILINGS 8. Guards (Section 1013): Shall be installed at balconies or porches more than 30" above grade or floor below. (if applicable at front) Shall have a height of 42" (may be 34" along the sides of stairs). CBC Section 1013. Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.7. 9. Provide stairway and landing details. Section 1009. (Steps at front. Specify rise and run on the plan.) 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. 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. 10. Handrails (CBC Section 1009.10): a) Handrails are required on each side of stairways (stairways within dwelling units only require handrails on one side). Exception: Stairs with fewer than four risers do not require any handrails. b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. City of Carlsbad 090523 A JO I1%fl -I•/ 0/ - 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 for alternatives. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Ends of handrails shall be returned or shall have rounded terminations or bends. ROOFING Roof coverings, other than wood shakes and shingles, shall be Class A. (it policy). Show the required attic ventilation on the plans. Show "area required" and area provided." The net free ventilating area shall not be less that 1/150th0f the area of the space ventilated. Further, 50% of the opening area must be provided with ventilators in the upper portion (at least 3' above eave or cornice) with the balance of ventilators provided by eave or cornice vents. Exception: 1/3 00th ventilation area is permitted where, in addition to the requirements above, a vapor retarder is installed on the Warm side of the attic insulation. Section 1203.2. Show location of attic access with a minimum size of 20"x30", unless the maximum vertical headroom height in the attic is less than 30 inches. Access must be provided to, each separated attic area. Section 1209.2. GARAGE AND CARPORTS The garage shall be separated from the residence and its attic area by not less than 1/2" gypsum board arrnlied to the garage side. Section 406.1.4. FRAMING Special Inspection for Seismic Resistance Special inspection for seismic resistance shall be noted on the plans for the following conditions in accordance with Section 1707. Seismic Design Cate -Special inspection required C, D, E, and F • Structural wöód*, * Special inspection is not required for wood where the fastener spacing of the sheathing is more than 4" on center. City of Carlsbad 090523 4/8/09 A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1705.2. . ELECTRICAL Note on the plans that receptacle outlet locations will comply with CEC Article 210.52(A). . ENERGY CONSERVATION Show on the plans compliance with the residential energy lighting requirements (Mandatory requirement): a) Outdoor lighting fixtures are required to be high efficacy or controlled by a combination photocontrol/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. . MISCELLANEOUS City to place soil notice stamp on the final approved plan. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes L3 No U 22. 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 David Yao at Esgil. Corporation. Thank you. çityof Carlsbad 090523 4/8/09 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 090523 PREPARED BY: David Yao DATE: 4/8/09 BUILDING ADDRESS: 1347 Oak Ave. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) remodel & new porch per city 10,000 Air Conditioning Fire Sprinklers TOTAL VALUE I 10,000 Jurisdiction Code Icb jBy Ordinance Bldg. Permit Fee by Ordinance H Plan Check Fee by Ordinance Type of Review: EII Complete Review L Repetitive Fee Other D Repeats D Hourly EsGil Fee I $108.751 I $70.691 E Structural Only I $60.901 Comments: Sheet 1 of 1 macvalue.doc + PII!1?II C~itv of C a r l sba d BUILDING PLANCHECK CHECKLIST DATE: T( V/ BUILDING ADDRSS: ISF7 PROJECT DESCRIPTION: ___ ASSESSOR'S PARCEL NUMBER: PLANCHECK NO.: CB O923 OAK- MI ØZf--&-J EST. VALUE: (q o2? ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, 'including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. O A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please s e the attached report of deficiencies marked th 0. ake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: /(/f By: Date: By: Date: FOR OFFICIAL USE ONLY. E INEERING AUTHORIZATION TO ISSUE BUILDING PERMI...} ,- By: /v Date ATTACHMENTS 0 Dedication Application/Checklist Name: '. Linda Ontiveros LI Encina Wastewater Screening Survey City of Carlsbad 0 Encroachment Application/Checklist Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 Fax: (760) 602-1052 Email: lonti@ci.carlsbad.ca.us CFD INFORMATION Reference No(s): 1 97-2- Lot No.: Ph 1z C et- Recordation: 7 2.. 2 ' Tier 1 torm Water Plan 09-5j7Ilution Prevention M3 9 -Oç / iet1 J((ONflVtM2. LUA AL- 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 LI Grading Permit Application LI Grading Plan Application/Checklist LI Improvement Application/Checklist 0 Neighborhood Improvement Agreement O Right-of-Way Permit Submittal Checklist - and Information Sheet LI Storm Water Compliance Forms C' .4 1' BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: ,1eç714'Arrow (:?Driveway ight-of-Way Width &Adjacent StreetMM' isting & Proposed StructUres widths Ic,tt)D1 )Existing Street Improvements H. Existing or proposed sewer lateral 4OW -'Property Lines .. I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service COit. Me[ 2. Show on site plan: A. Drainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing& Proposed Slopes and Topography(AE1t1kt_ 2?c4'b) C. Size, type, location, alignment of existing or proposed sewer and water'ervice (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. . Include on title sheet: Site address : Assessor's Parcel Number' Legal Description .. For commercial/industrial buildings and. tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION . NOTE: If there are retaining walls associated with your project, please check with the Building Department if these walls need to be pulled by separate RETAINING WALL PERMIT. S 2 Rev. 2/02/09 cTS BUILDING PLANCHECKCHECKIJSI 1ST 2ND 3RD DISCRETIONARY APPROVALCOMPLIANCE L1 4a. Project does not comply with the following Engineering Conditions of approval'for Project No. 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS. 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_17,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2's x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications willnot be accept by mail or. fax. Dedication completed by: - Date: IMPROVEMENT REQUIREMENTS . LI •6a. All needed public improvements upon and adjacent to the building site must be constructed at time of. building construction whenever the value of the construction exceeds $_82,000 , pursuant to Carlsbad Municipal Code Section 18.40.040. . Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. -A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved"appropriate securities posted and fees paid prior to issuance of building permit. . - I L Improvement Plans signed by: Date: 3 Rev. 2/02109 1 1S1 2''° 3R0 LI `K C`Hsc'CKL BUILDING PLANCHECK CHECKLIST IMPROVEMENT REQUIREMENTS continued Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property titlereport or current grant deed on the property and processing fee-of $441 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: Enclosed please find your Neighborhood Improvement Agreement (NIA). Please return agreement signed and notarized to the Engineering Department. Completed by: ' ' ' Date: No Public Improvements required. SPECIAL NOTE: Damaged'or defective improvements found adiacentto building site must, be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Sectioh 15.16.010 of the Municipal Code. LI . E71. 'LI 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export). This information must be included on the plans. LI ' LI LI 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer ,must be submitted together with the completed application form attached. NOTE: The Grading Permit. must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date LI LI LI 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required) LI LI LI 7d No Grading Permit required LI LI. LI '7e. If grading is not reqUired, write "NoGrading" on plot plan. 4 Rev. 2/02/09 BUILDING PLANCHECK CHECKLIST r ek't 1ST 2N0 Ac 1 . •I MISCELLANEOUS PERMITS 3RD LI RIGHT-OF-WAY PERMIT A Right-of-Way permit is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but 'are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. To see requirements, visit our website: www.carisbadca.gov/engineering Right-of-Way permit required for: LI INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad of Carlsbad, Development Services Division, lOcated at 1635 Faraday Avenue, Carlsbad, CA 92008. City Staff can provide forms and assistance. You may telephone (760) 602-2750 for assistance , LI NPDES PERMIT 10. Complies, with the Citys requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever, occurs first. • . • STORM WATER COMPLIANCE / 10a. J..Requires Project Storm Water Permit: PSP O9-6 ,cE/V/T fi% ier e uires SWPPP - lease corn lete attached forms Exempt —Pea complete attached Storm Water Exemption orm •Ei DEVELOPMENT FEES ii. '. Re. quired fees are attached More information needed No fees required 5 Rev. 2102/09 BUILDING PLANCHECK.CHECKLIST 1S1 2ND 3RD WATER METER REVIEW . LI . LI LI 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. -Oversized meters are inaccurate during low-flow conditions. If it is oversized, for ... .the life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units receive "standard" 1" service with 5/8" meter. All residential units that need to be fire sprinkled receive a 1" meter. See Carlsbad Municipal Code Section 17.04.230 for Automatic fire extinguishing systems criteria. If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). NOTE: Upon declaration of Drought Response Level 3 condition, no new potable water- service shall be provided and no new temporary meters or - permanent meters shall be. provided. See Ordinance 44 for more information. 12b Irrigation Use (where recycled water is not available) - All irrigation meters must be sized via irrigation cakulations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: - . If the project is a newer development (newer than 1998), check the recent - - . improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in - gpm may be listed there. Irrigation services are listed with a circled- "I", and - - potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2 service and - ------- - - - H 1.5: meter (estimated 100 gpm) - - - . - - - • If the improvement plans do not list the irrigation meter and the service/meter - .- will be installed via another instrument such as the building plans or grading plans (w/ aright 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 landscape consultant has - - already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use: 6 - Rev. 210 2109 .._-. - -. ;. BUILDING PLANCHECK CHECKLIST l §T 2 ND 3RD WATER METER REVIEW continued 12b. Irrigation Use (continued) Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: ..: - . Hydraulic grade line . . . . ..• - Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) . Include a 10% residual pressure at point of connection In general, all major sloped areas. of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as . the project is located within the City recycled water service boundary, the City is in . the process of switching these irrigation services/meters to a new recycled water line flR. 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 line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans.. Installing recycled water meters is a benefit for the - . applicant since they are exempt from paying the San Diego County. Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable - •. •-. •......water until recycled water is available), then the applicant must pay the . San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, the City of Carlsbad cannot guarantee the refund. The applicant must deal with the SDCWA for this. 9 13; Additional Comments: . e7UY f: 6AA6c rt . ATr . r(s ?i FIL-L- Ov C11 ., . (ri •v -Nd; )' -c-T) 7 • -Rev. V02109 CITY OF CARLSBAD STAND4RD FORM - TIER 1 STORM WATER POLLUTION PREVENTION PLAN ' STORM WATER COMPLIANCE CEITIFICATE STORM WATER POLLUTION PREVENTION NOTES I My project is not in a category of permit types exempt from the Construction SWPPP requirements I My project is not located inside or within 200 feet of an environmentally ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE sensitive area with a significant potential for contributing pollutants to AVAILABLE ON SITE TO FACILITATE RAPID I nearby receiving waters by way of storm water runoff or non-storm water INSTALLATION OF EROSION AND SEDIMENT CONTROL discharge(s). I My project does not requires a grading plan pursuant to the Carlsbad' .. BS WHEN RAIN IS EMINENT. Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION I My project will not result in 2,500 square feet or more of soils disturbance CONTROL DEVICES TO WORKING ORDER TO THE including any associated construction staging, stockpiling, pavement SATISFACTION OF THE CITY ENGINEER AFTEREACH RUN- removal, equipment storage, refueling and maintenance areas that meets OFF PRODUCING RAINFALL. one or more of the additional, following criteria: located within 200 feet of an environmentally sensitive area or the 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL Pacific Ocean; and/or, EROSION CONTROL MEASURES AS MAY BE REQUIRED BY disturbed area is located on a slope with a grade at or exceeding 5 , THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO horizontal to 1 vertical; and/or . - . disturbed area is located along or within 30 feet of a storm drain inlet, UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN an open drainage channel or watercourse; and/or CIRCUMSTANCES WHICH MAY ARISE. construction will be initiated during the rainy season or will extend into * 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN the rainy season (Oct. 1 through April 30). . PLACE AT THE END OF EACH WORKING DAY WHEN THE I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION '• BE REMOVED AFTER EACH RAINFALL. ' SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS . ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 OF CITY STANDARDS. . INCH MINIMUM AGGREGATE. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) •. ADEQUATE EROSION AND SEDIMENT CONTROL AND IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING . , , PERIMETER PROTECTION BEST MANAGEMENT PRACTICE CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT ' MEASURES MUST BE INSTALLED AND -MAINTAINED. PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SPECIAL NOTES 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 I CONSTRUCTION SWPPP ThROUGHTOUT THE . •- DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. Of . ... OSYOWNEV AJENT (PRINT) , OR 1 GJN DAT PROJECT INFORMATION Site Address: 1347 OAK AVENUE Assessor's Parcel Number: 205-020-44 Project ID: CB 09-523 Construction Permit No.: PSP 0951 ". ) Estimated Construction Start Date_1 fS (oi 0 Project Duration Z Months Emergency Contact: W Name: Mbt~&'cl%-i 24 hour Phone:(a ( ?i 3 Perceived Threat to Storm ater ity Medium' w If medium box is checked, m attach a teplan sheet showing proposed work tion of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDA)FIER 1 swppp Approved By: Page 1— Erosion Control BMPs Sediment Control BMPs ater Control BMPs Management BMPs Waste Management and Materials Pollution Control BMPs Management Practice F~(BMP)Descnption4 O h Wa , . U) ' U) U) 2 0 Li. (D 0 0 st .ca Ga (0> E U) .E COO. 10 U).E CO Q. 0.00. 0 I --C c0 C wCr >0 Cl) ca CO a. COO . U) X ID CO 02 0 CASQA Designation - Construction Activity 0 w C.) w C.) w '7 0 W W cOU) C') W 1 W CO U? W U) W Cl) W Cl) W Cl) 0 '7 ( )— I— U) Z Cl) Cl) Z Z (0(l) Z ? 1 U CO - Grading/Sod Disturbance TrenchinglExcavationA5~n N65 - - _>< — - — — - — - — - - - — — — - - — - - X StockPiling - - — — — — — — — — Drilling/Boring - - - - - - - < Concrete/Asphalt Sawcutting Concretefiatwor1 .- - Paving -- - - — - — - — - - - - — — — — - Conduit/Pipe Installation - €tuccalMortarWórk - - Waste Disposal 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 alon 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 Consirucion 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 "Stockpiling" row intersects the new "Cover with Plastic" column. 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 rheasures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. TE..... - ..L PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB09-0523 Address 1347 Oak Av Planner Chris Sexton Phone (760) 602- 4624 - APN: 205-020-44 Type of Project & Use: addition Net Project Density: DU/AC a Zoning: R-1 General Plan: RLM Facilities Management Zone: 1 CFD (in/out) #_Date of participation:_____ Remaining net dev acres:_____ dc) .. (For non-residential development: 'Type of land used created by this permit: . o . o - 0 Circle One 0) . 0) . Legend: Z Item Complete .EJ Item Incomplete - Needs your action LI LI Environmental Review Required: YES LI NO Z7YPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: 'YES LI NO Z TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Z F1 ' Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES LI NO CA Coastal Commission Authority?. YES LI NO LI If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): 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 impacted/taken, UPDATE!) LI -LI , Inclusionary Housing Fee required: YES LI NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES LI NO LI (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') ' H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Sit,Plan L1 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 Applicability: YES fl NO Project complies: YES LI NOD Zoning: Setbacks: Front: Required Shown 'X l Interior Side: Required 7. Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown LI LI 3. Lot Coverage: Required <40% Shown LI LI 4. Height: Required Shown <30' 5. Parking: Spaces Required 2 Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown LI LI Additional Comments 1) Need to show front yard setback on site plan. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTEL-.DATE ?ck Review Checklist.doc Rev 4/08 I h - MIKE SURPRENANT &ASSÔCIATES consulting Stri.iurai Enginèèrs 4 ' ,. .* 1 • 4.: I $ 1 ' 4 .4 •I * - ' I - It 'I • STRUCTURAL CALCULATIONS - - ; i I II 1 I I 1 Project , 4 l I 44 II/Iorgai1R.ei1.ovation.r * 1347 Oak Avenue t. • I Carlsbad, Califorma 92008 * -I' I-- 1 I - - 1 •I { 1.1$.. 4* - I . . * . . • 1 • 1 • -1 .1 ' . l . 1 3, _- ': :t1' 4 .4 ,, (•4,' ')t *II(. Prepared for l Jones & Mo C rgan ontracting 4 * 1 * I P.O. Box 2740 IJ :ca1sbadcajjfoipja'920: i• . I •• : .$'4 * -I I 41. •: II' .• - -. Project No.:' l 09026 4 4 . .1 . :. . • :' •1 1 I I - . • • • -, , - . I.' • b't-'i- H March 25,200~,- SSI ,,;* * 4!,t!1.* rn ',, 4i */j4 1 1 4t3 335 15th Street San Diego, Cklifornia 921014 Tel (6l9)53l 0757 • Fax (619) 531 0758 , It. MIKE SURPRENANT' -& ASSOCIATES -. Consulting Structural Engineers JOB_ 17'rtai SHEET NO. I OF_I CALCULATED BY_______________________ DATE 3 CHECKED BY______________________ DATE SCALE TABLE' OF CONTENTS PAGE.. - 1 —PROJECT-SCOPE------ 2 DESIGN CRITERIA SUMMARY 3 3 DESIGN LOADS 4 VERTICAL ANALYSIS A HORIZONTAL MEMBER DESIGN (BEAMS HEADERSj JOISTS, ETC) B VERTICAL MEMBER DESIGN (COLUMNS, STUDS ETC) 5 LATERAL ANALYSIS 'A.' SEISMIC / WD COEFFICIENTS............................................................. B W (DEAD LOADS) 7 C. LATERAL LOAD DISTRIBUTION........'. ............................................... . . D LATERAL LOAD RESISTING DESIGN I SHEARW ALL DESIGN II CANTILEVERED STEEL COLUMN ELEMENTS III STEEL MOMENT FRAMES 6 FOUNDATION DESIGN A CONTINUOUS FOOTINGS 10 B SPREAD FOOTINGS C.' RETAINING WALLS............................................................................ D. SPECIAL SYSTEMS...................................................................... . GRADE BEAMS ........................................................................ DEEPENED PIERS ....................................... ............................... 7 SCHEDULES A SHEARWALL SCHEDULE B. HOLD, DOWN SCHEDULE............................................ .......................17 ' C SPREAD FOOTING SCHEDULE fl PP(fl ri' 9m Mike Surprenant Job 2Li & Associates Sheet No 2.of___________ Consulting Structural, Engineers , Calculated by . Date Checked by '' Date Scale, PROJECT SCOPE ci Provide vertical & lateral load calculations for a proposed new roof structure, re- built garage, and a new roof and perimeter retaining wall at front porch for an existing one-story single family residence at 1347 Oak Avenue Carlsbad, California 92008 Residence to be constructed utilizing primarily wood-frame construction Roof framing to consist of conventional stick-frame, and the foundation system to consist of a raised wood floor with deepened perimeter footings A soils report was not provided for this project Therefore, the foundation design will be based on the minimum soil bearing capacity as specified in the current version of the Governing Code - 2007 California Building Code Mike Surprenant & Associates makes no representations concerning the suitability of the soils and/or minimum soil values allowed by'the.CBC. These calculations have been prepared for the exclusive use of Dave Morgan and his design consultants for the specific site listed 'above. Should, modifications be made to the project subsequent to the preparation of these calculations, Mike Surprenant & Associates should be notified. to review the modifications with respect to the recommendations /conclusions provided' herein, to determine if any additional calculations and/or recommendations are necessary. Our professional services have been performed, our findings obtained, and our recOmmendations prepared in accordance with generally, -' .accepted engineering principles and practices. , . ' •. . . ' JOB________________________ MIKE SURPRENANT SHEET NO_______________ OF____________ & ASSOCIATES CALCULATED BY___________________ DATE________________ - Consulting Structural Engineers CHECKED BY____________________________ DATE SCALE DESIGN CRITERIA SUMMARY GOVERNING CODE 2007 C.B.C. - CONCRETE = 2500 PSI, NO SPECIAL INSPECTION REQ D (U N 0) - MASONRY ASTM C90 fm = 1500 PSI, NO SPECIAL INSPECTION REQ'D, (U N 0) MORTAR ASTM C270 Pc = 1.800 PSI, TYPE S GROUT:ASTM C476, f = 2000 PSI REINFORCING STEEL ASTM A615, F = 40 KSI FOR #3 AND SMALLER ASTM A615 F = 60 KSI FOR #4 AND LARGER (UN 0) STRUCTURAL STEEL ASTM A992 'F =50 KSI (ALL W SHAPES, ONLY) ASTM A36 F =36 KSI (STRUCTURAL PLATES ANGLES CHANNELS) . . ASTM A500; GRADE B, F 46 KSI (STRUCTURAL TUBES-HSS) . ASTM A53 GRADE B F =35 KSI (STRUCTURAL PIPES) WELDING E70 T6 TYP FOR STRUCTURAL STEEL E90 SERIES FOR A615 GRADE 60 REINFORCING BARS SAWN LUMBER DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 2005 NDS I-JOISTS TrusJoist MacMillan - ICC ESR 1153 (TJI & TJLIPRO MEMBERS) MICROLLAMS/ TrusJoist MacMillan ICC ESR 1387 (LVL/PSL/LSL MEMBERS) PARALLAMS/ TIMBERSTRAND GLULAMS: . DOUGLAS FIR OR DOUGLAS FIR/HEM GRADE 24F7V4 (SIMPLE SPANS) GRADE 24F V8 (CANTILEVERS) SOIL:. . EXISTING NATURAL SOIL VALUES PER CBC TABLE 1804.2 SOIL CLASSIFICATION. RE . SOILS PORT BY: .... . . . . . . DATED: . . • . . . . ALLOWABLE BEARING PRESSURE . PSF ACTIVE SOIL PRESSURE (CANTILEVER) . =. . PCF ACTIVE SOIL PRESSURE (RESTRAINED) = PCF PASSIVE SOIL PRESSURE . = PCF COEFFICIENT OF FRICTION MIKE SURPRENANT & ASSOCIATES - Consulting Structural Engineers JOB OZL, SHEETNO.________________________ OF___________________ CALCULATED BY - DATE CHECKED BY_________________________ DATE SCALE 0 DESIGN LOADS CASE CASE H MATERIAL: ROOF SLOPE 1 2 DEADLOAD: . • ROOFING MATERIAL L.t) PSF PSF SHEATHING 15 1.5 RAFTERSIC.I. (or) TRUSSES ............................................................................................4.0 4.0 INSULATION ..................... ..................- ..1.5 1.5 DRYWALL 25 25 OTHER (ELEC., MECH.,MISC.) 05 05 TOTAL DEAD LOAD I 1 0 PSF 0 PSF • LIVE LOAD: . . '4.0 PSF .0 •PSF TOTAL LOAD: .0 PSF .0 PSF - . FLOOR DECK FLOOR•. . . . MATERIAL:- DEAD LOAD: . FLOORINGFINISH ...........................................................................................................PSF PSF LT. WEIGHT CONCRETE ( in.)............................................................................. SHEATHING...................................................................................................................2.0 2.0 JOISTS...............................................................................................................................3.5 35 DRYWALL........................................................................................................................ 2.5 2.5 OTHER (ELEC., MECH., MISC.) .... ............................. ................. ..................................... ..3.0 3.0 TOTAL DEAD LOAD: •0 . 0 .0.0 PSF .0 PSF. LIVE LOAD: 0 - 0 - - .0 PSF. 0 PSF. TOTAL LOAD 0 PSF 0 PSF • EXTERIOR WALL 0 FINISH: STUDS.............................................................................................................................1.0 PSF 1.0 PSF DRYWALL...................................................................................................................... 2.5 2.5 INSULATION....................................................................................................................1.5. 1.5 EXTERIOR FINISH .................................................................................................\O .0 .0 - OTHER ................................................................................................................................1.0. 1.0 - TOTAL LOAD: 0 0 • - 11P.0 PSF .0 PSF INTERIOR WALL STUDS...........................................................................................................................................................1.0 PSF O DRYWALL ................................................................................................................................... ... .... . ........... 5.0 0 OTHER ...........................................................................................................................................................1.0 TOTAL LOAD: - 0 0 0 - 0 - - 7.PPSF MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB O9az SHEET NO. OF________ CALCULATED BY_______________________ DATE CHECKED BY_________________________ DATE SCALE HORIZONTAL MEMBER DESIGN LEVEL MEMBERS:' LABELPI ISPAN3 ----lrr ---------- -- l'UNlFORM LOAD (eG sri'n POINT LOAD (CENTERED) CUSTOM LOADING (SEE DIAGRAM) W=tea FC pl~7 P2 RL= lbs RR= ei lbs VMAX = ' lbs E = — ksi MMAX = I 8 ft lbs Ii I) = — in4 USE:.GRADE: RADE C ALT-.'GRADE:C LABEL SPAN= FT D UNIFORM LOAD : 0 POINT LOAD (CENTERED) -. CUSTOM LOADING (SEE DIAGRAM) .wi= .w2= P2 = S Ri. = lbs RR = __________lbs = : lbs E = ksi MMAX= ft-1bs IRQ'D ifl 4. USE: GRADE: C:_______ ALT: GRADE:.C:______ LABEL SPAN= FT UNIFORM LOAD -POINT LOAD (CENTERED) S CUSTOM LOADING (SEE DIAGRAM) w2= S S S S P1 = •SS S P2 = - R = lbs RR = lbs lbs E = ksi - MMAX = ft-lbs IRQD = . in USE: GRADE: C: S ALT: GRADE: -. C:•______ S - S : n D000I IrT 0117 Mike Surenant Job & Associates Sheet No. 'of••/ Consulting Structural Engineers Ojl ' Calculated by Date Checked by Date WIND DESIGN Main Wind Force Resisting System: . Method Used = Analytical Procedure Maximum Building Height (z) = 30 feet Design Wind Speed =J: •$5 mph (85 mph for California) 0.85 . . . - . 1= 1.00 . . Exposure Category =I ,-iB! (per ASCE-7, 6.5.6.3) K21 = 100 G= 0.85 . Gc1= -0.18 5 - Cp = 0.80 and -0.5 (windward and leeward walls) qh= 11.01 Ps, .5 P=jjpsf . . . Exposure a c I E Ln in SEISMIC DESIGN Method used = Equivalent Lateral Force Procedure Occupancy Category = 2 . (1,23,4) (Residential = 2) R =I65:I (6.5 for wood shear walls) : = 1.0 (Residential = 1.0) . Site Class IDrI (A,B,C,D,E) SsJ1360 Jg (0.2 sec) Fa = 10 805 = 091 g Si = 0 514 i g (1 sec) F = 1.5 S01 = 0.51 g Seismic Design Category (SOS) = (Use the worst case seismic design category) Seismic Design Category (SDI) =___________ S S Ta 0.26 : sec S S • Cs0.14 • S . Csmax = 0.31 C5mjn = 0.01 V1Wx (Csact*p)*Wx/1.4 Fa . F St Values • S1 Values - Site Class 50.25 0.5 0.75 1 S0.1 0.2 03 0.4 ~0.5 A • 0.8, 0.8 0.8 • 0.8 0.8 0.8 0.8 0.8 0.8 0.8 B tO 1.0 1.0 1.0 1.0 1.0 1.Q 1.0- 1.0 ' 1.0 C 1.2 1.2 ' 1.1 1.0 1.0 1.7 1.6 1.5 1.4 1.3 D 1.6 1.4 1.2 1.1 1.0 2.4 ' 2.0 1.8 1.6 1.5 E 2.5 1.7 1.2 0.9 0.9 1 3.5 3.2 2.8 2.4 2.4 B 70 1200 CHOSEN EXPOSURE 014 084 1 0.25 0.45 030 320 033 30 C 95 900 011 100 1 015 0.65 020 500 020 15 D 115 700 009 107 1 011 080 015 650 1 013 7 W (DEAD LOADS) (SEISMIC) - - ROOF-WEIGH-T------ - - - Diaphragm = i t i i, - (" ii LBS Exterior Wall Weight = , a, tv- LBS Interior Wall Weight = (-4i.') LC') (i .5F) 24'2 LBS Total Weight (Tributary to Diaphragm) = LBS -_FLOOR WEIGHT Diaphragm = LBS Exterior Wall Weight LBS Interior Wall Weight = LBS Total Weight (Tributary to Diaphragm) = LBS FLOOR WEIGHT Diaphragm-. LBS Exterior Wall Weight LBS Interior Wall Weight= .........0 0 0 . . . 0 LBS Total Weight (Tributary to Diaphragm) = LBS TOTAL DEAD LOAD, Wt = 6, 1 LBS -. . .. BASE SHEAR, V =l.D D,ISVWt = ..0 . 0 LBS UNIT SHEAR, v V I Area (Applies to single leel stniëtures only) .0 •I PSF n Damn, Jr, on, CY7OZL MIKE SURPRENANT JOB •. & ASSOCIATES SHEET NO. OF__________________ .. . Consulting Structural Engineers : CALCULATED BY____________________ DATE_________________ CHECKED BY DATE . SCALE SHEARWALL DESIGN Story Shearwalls . Direction Unit Lateral Load, v = '. _6 psf Gridliné .I .. - - TO sq Lateral Load (This Level): ....2,1! Lbs Lateral Load.Level Above): ..................... ______.. ...•. Lbs Total Load (All Levels) F= 2 _1' Lbs Shearwall(s) Length, L = 2.L'• ft .• . . . . .. Unit Wall Shear,v = FfL .= D plf . .• . . . . .. .• Shearwall Type Overturning: L = ft Okay. by Inspection Upljft= . . . . Lbs . . . Holdown Anchor Type: L . . . Gridline Tributary Area (This Level): sq. ft. Lateral Load (This Level): ......... Lbs Lateral Load (Level Above): ..... Lbs Total Load (All Levels), F = '9_ Lbs Shearwall(s) Length, L Unit Wall Shear, v FfL = 2-'1 plf. . . . . . Shearwall Type: Overturning: Uplift Holdown Anchor ___________ ft. • ......... Okay by Inspection Lbs Gridline . Tributary Area (This Level): Lateral Load (This Level): Lateral Load (Level. Above): Shearwall(s) Length, L Unit Wall Shear, v = F/L = •• plf Shearwall Type: () Overturning: • L Uplift= HoldOwn Anchor Type: Total Load (All Levels), F= ft. sq. ft.. Lbs Lbs Lbs. Okay by Inspection Lbs Donfli Irl nAn MIKE SURPRENANT & ASSOCIATES Consthin Strncrd Engineers JOB . SHEETNO.________________________ OF___________________ CALCULATED BY 1' DATE CHECKEDBY_.. DATE SCALE \r Story Shearwalls -\'J Direction Unit Lateral Load, v = '. _6 psf Gridline A '. ' _t Tributary Area (This Level): (2IWz.')_62 __ 5\) ' tos sq. ft. _,LateraLoad..(ThisLe-el).r---------------------------------_-_-_-_-_- _M- __Lbs_ Lateral Load (Level Above) _________________________________ Lbs Total Load (All Levels) F,, = '1_D Lbs Shearwall(s) Length L = (2'(M' ft Unit Wall Shear v = F,,IL = plf Shearwall Type (j} Overturning L = ft _V Okay. by Inspection Upfift'= . .• . . . . . Lbs. .. Holdown Anchor Type: Gridhne - Tributary Area (This Level): •+ _(&')(-L)_.S. ....._. _1'1I sq. ft. Lateral Load (This Level): _._' _..l .. Lbs Lateral.Load (Level Above): ... _._._._- Lbs 'Total Load (All .Levels),F,,,= ._S cat kP Lbs Shearwall(s) Length, L =(i)L•) .i-.S CT .., £)'j ft Unit Wall Shear v = F,,fL = 912., plf, Shearwall Type: () . .... _.:_.... Overturning: .. L = .. ft. . Okay by Inspection .' . Uplift = r '/ Lbs Holdbwn Anchor Type: Li (rirI1in Tributary Area (This Level): Lateral Load (This Level): Lateral Load (Level Above): Shear'ail(s) Length, L Unit Wall Shear, v = 'F,,/L = . plf Shearwall Type: () Overturning: L . ft. Uplift= HoldOwn Anchor Type: . sq. ft. Lbs Lbs Total Load (All Levels), F,,=. Lbs Okay 'by Inspection Lbs D . PRODUCT 207 JOB 7? oa MIKE SURPRENANT I & ASSOCIATES SHEET NO. OF_______________ Consulting Structural Engineers CALCULATED BY DATE_________________ CHECKED BY DATE SCALE FOUNDATION DESIGN ALLOWABLE APPLIED LOADS Allowable Soil Bearing Pressure (ASBP) = i DD psf (Per Design Criteria) MARK: CF-i ,••. Ftg. Width (b) = 1'0 _. Depth of Ftg. (h) - :O WAn w=ASBP(b)= __DL) _________pif USE _L4=_" WIDE x 12— "DEEP WITH Z # I TOP & BOTTOM I MARK: CF- 2 • • • • Ftg. Width (b)= ft. Depth of Ftg. (h) = ft;: WAJLow = ASBP (b) = ___pif USE "WIDE x "DEEP WITH # TOP & BOTTOM WM @Gridline 2_ = • 124 pif US: CF- WMAX@ Gridline = pif USE: CF- WMAX @ Gridline = pif. • USE: CF- • WMAX.@ Gridline . • = . pif USE: CF- ____ F) Ppr)fll ri 21)7 MIKE SURPRENANT I & ASSOCIATES Consulting Structural Engineers JOB 9o2-L SHEET NO. OF________________________ CALCULATED BY______________________ DATE CHECKED BY________________________ DATE SCALE MARK: P-5 Px =ASBP (b)21= LBS. USE: 48" SQUARE x (2.. "DEEP WITH (6) #4 EACH WAY @ BOTTOM 0 PRODUCT 207 Criteria 'Retained Height • = 4.00 It Wall height above soil' = 0;00 It Total Walt Height 4.00 ft Top Support Height = 4.00 ft Slope Behind Wal = 0.00:1 Height of Soil over Toe =, 6.25 in Water height over heel = 0.0 It [Soil Dath ' ' 'I Allow Soil Bearing ' , 1,000.0 psf EquivalentFluid Pressure Method Heel Active Pressure = 55.0 psf/ft Toe Active Pressure = 55.0 psf/ft Passive Pressure = 250.0 psf/ft Soil Density , = '110.00 pcf FootingSoil Frictior = 0.300 Soil height to'ignore for passive pressure = 0.00 in .[Footing Strengths & Dimensions 1 Toe Width ' = 0.25 It ' Heel Width ' = 2.75 Total Footing Widtt 3.00 Footing Thickness = 12.00 in Key Width ' = 0.00 in Key Depth = , ' 0.00 in Key Distance from Toe ' 0.00 ft tc '= 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min.As% ' ' 0.0018 Cover © Top = 2.00 in Btrn.= 3.00 in Stem is FREE to rotate at top of footing ' , n Ratio (Es/Em) 21.481 Block Type = Medium Weight ' Use Full Stresses Design Method = ASD , ' ' Mmax Between Solid Grouted ' , , @TOp Support ' - Top & Base ' © Base of Wall Stem OK , Stem OK Stem OK Design Height Above Ftc = 4.00 ft ' 1.69 It 0.00 ft Rebar Size = # 4 ' ' # 4 # 4 Rebar Spacing ' = ' 24.00 in , 24.00 in , 24.00 in Rebar Placed at ' = Center Center. ' Center . Rebàr Depth 'd' ' '= ' 3.75 in 3.75 in ' , 3.75 in Design Data . fo/FB + fa/Fa = 0.000 0.329 Moment .... Actua = 0.0 ft-# 225.1 ft-# Moment.....Allowable = 683.8 ft-# 683.8 ft-# Shear Force @ this height' ' 146.3 lbs Shear.....Actual = 318 psi. Shear..... Allowable = 38.73 psi Rebar Lap Required = ' 20.00 in ' •' 20.00 in Hooked embedrnent'into footing Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Not req'd, Mu <5 * Fr Heel: None Spec'd -or- Not req'd, Mu <S * Fr Key: No key defined ' or- No key defined 0.000 0.oft-# 683.8 ff4 286.2 lbs 6.22 psi 38.73 psi = 8.40 in Soil Pressure @ Toe = 805 psf OK Soil Pressure @ Heel = ' 347 psf OK Allowable = ' 1,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 967 psf ACI Factored @ Heel.. = 416 psf Footing Shear @'Toe 1.7 psi OK FoOting Shear © Heel = 2.3 psi OK Allowable , , ' = 75.0 psi Reaction'at Top = 146.3 lbs Reaction at Bottom = , 533.7 lbs Sliding Stability Ratio = ' 1.51 OK Sliding Caics (Vertical Component NOT Used) Lateral Sliding Force: = , 533.7 1b5 less 100% Passive Forc -' ' 289;1 lbs less 100% Friction Force= - , 518.5 lbs ,Added Force Req'd ' = 0.0 lbs OK ....for 1.5: 1 Stability = 0.0 lbs OK Load Factors Building Code ' . CB'C 2007 Dead Load 1.200 Live Load. , ' 1.600 Earth, H 1.600' ' Wind, W , 1.600 Seismic, E , 1.000 To specify your own Title : Morgan Renovation Page: 1.3 or special title block here, Job # : 09026 Dsgnr: MS Date: MAR 24,2009 use the "Settings" screen Description.... and enter your title block '. information. S This Wall in File: f:\projects\2009O9026-morgan\03-enginei Retain Pro 2007, 16-Apr.2008, (c) 1989-2008 www.retainpro.comlsupport for latest release - Restrained Retaining Wall Design Code: CBC 2007 Registration #: RP-1168395 2007013 Wind on Stem = 0.0 psf Vertical component of active lateral soil pressure options: USED for Soil Pressure. NOT USED for Sliding Resistance. USED for Overturning Resistance. Surcharge, Loads Uniform Lateral Load Applied to Stem Surcharge Over Heel 0.0 psf Lateral Load ' = ' 00 Wit>>>Used To Resist Sliding & Overturning ' ' ... i-ietght to Top ' ' = 0.00 It Surcharge Over Toe = ' 0.0 psf ...Height to Botton' 0.00 ft Used for Sliding & Overturning ' . Axial Load Applied to Stem , 'Axial Dead Load , = 0.0 lbs ' 'Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in; Adjacent Footing Load Adjacent Footing Load , = 0.0 lbs Footing Width ' , .' ' ' ,0.00ft Eccentricity , , , = 0.00 in Wall' to Fig CL Dist = 0.00 ft Footing Type ' Line Load Base Above/Below Soil - - at Back of Wall - 0 . ' ft Poisson's Ratio = , 0.300 LEarth Pressure Seismic Load Kh Soil Density Multiplier 0.200 g Added seismic per unit area = 0.0 psf LStem Weight Seismic Load •Fp / W Weight Multiplier = 0.000 g Added seismic per unit area = 0.0 psf [Design Summary , I Masonry Stem Construction Total Bearing Load' = 1,728 lbs Thickness = 8.00 in fm = 1,500 psi Short Term Factor = 1.000 ...resultant ecc. = 2.39 in Wii IAI. . i hf 78 0 nsf Fs = 24000 osi ,Eaijiv. Solid Thick. = 7.600 in 1 To specify your own Title Morgan Renovation Page 01 special title block here, . Job # : 09026 Dsgnr MS Date: MAR 24,2009 : use the "Settings":screen Description.... and enter your title block information.' ' This - i Wall n File: f:lprojects200909026—morgant03-engine Retain Pro 2007 16-Apr-2008, (c) 1989-2008 www.retainpro.com/supportfor latest release Restrained Retaining Wall Design : Code: CBC 2007 Registration #: RP-1168395 2007013 . . . Footing Design ResUlts Toe . Heel 'Factored Pressure '= . . 967. 416 psf Mu': Upward = ' 30'. 1,180 ft-# . - . •. . . . ., . . Mu': Downward = - 8 . 1,654-ft-# Mu: Design . = 22 ' 475 ff4 - Actual 1-Way Shear = 1.70 2.34 psi Allow, 1-Way Shear = - 75.00 -75.00 psi Summary of Forces on Footing Slab is NOT resisting sliding, stem is PINNED at footing - ' 'Forces actin on footing-for overturning sliding, & soil pressure '-:-, - 'Lateral Diètance'-- Moment -Vertical' Lateral'' Distance - Moment Overturning Moments lbs ft ff4 Resisting Moments lbs,-'lbs ft ft-# Stem ShearTop of Footing = 2862 100 2862 Heel Active Pressure = 2475 048 1192 Surcharge Over-Heel'= Sliding Force = 533 7 Adjacent Footing Load = Overturning Moment = -4054 Axial Dead Load on Stem = Footing Stability Ratio 14403 Soil Over Toe = 143 013 ........... 1 8 -. - - - - - -- - - -- -.- Surcharge-Over Toe-........... - ,.,• - -- Net'Moment Used For Soil Pressure' Calculations - 344.0 ft4 -- Stem Weight - - - - = - ''312.0 - 0.58 - - 182.0 Soil Over Heel - . 916.7 - - - 1.96 1,795;1 - - Footing Weight = 4510.0 1.50 6750 Total Vertical Force = - 1,728.4 lbs - - Resisting Moment = 2,653.9 - - - -. DESIGNER NOTES: - . - - - - -- - - - -. - - -- tt MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB . SHEET NO.________________________ OF CALCULATED BY DATE CHECKED BY_________________________ DATE SCALE 102 Z. .g -IL U . .- -. s.-. Lu j . ...-... - - - ;. i)Rck . a - w -' • L44 x L44 x' eW x L1J x' U 0.. I- - I- e- P Lv Lu I. ne- • es dI 'I) j- • •• . :2 - - - . La a fl •. • • . ..••. ••• iuU • • -I . • • . . Ict • . qj ! E • • 0 • - L S) Q W -2 1 LU eis O d P P d Lu • ____ ____ ____ a Iftjd) • I I ! __ LU • eo®® 00000®000® n Doan, er fin, JOB (9O2-IP MIKE SURPRENANT SHEET NO. _/OFI j & ASSOCIATES CALCULATED BY________________________ DATE_____________________ - Consulting Structural Engineers . . CHECKED BY_________________________ DATE SCALE HOLD-DOWN SCHEDULE Ax POST w/.'MSTC40FLR-To-FLRi HOLD- DOWN [I Ax POST wl. MSTCS2 FLR-To-FLR HOLD-DOWN Tc- - Ax POST w/ M5TC FLR-To-FLR HOLD-DONN - L] 4x POST wl MSTC.4863 I-IOLD-DONN (TO 4x MIN BEAM ,BELOW w/ MIN 36 108 'TO POST) D_* POST w/ 5TI-DI0 l-IOLD-DONN 4x POST WI HDU2 HOLD:- DOWN ON SSTBI6 A.B. 4x POST w/ HDU4 HOLD -DON N ON SSTB20 A.B. 4x POST w/ HDUS HOLD-DOWN .ON.SSTB24AB. éx POST 'uil I-1DU8 HOLD'-DOWN ON SSTB28 A.B. KI (ox POST wl HDLJfl HOLD-DONN ON SBIx30 Aft.. [] 6x POST wl HDUIA l-IOLD-DONN ON SBIx3O A B -------- ---------- ------ N. NOTES. . . . .. . . . . I):.HOLD 'DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO' FOUNDATION . INSPECTION. . . . . . DEEPEN FOOTINGS TO PROVIDE 3 MIN. CONCRETE. COVER WHERE HOLD DOWN ANCHORS ARE LONGER THAN THE FTC DEPTH. : USE (RJ)OPtION dN'THb HOLD-DOJNS FOR RAISED NOOD SUBFLOOR'CONDITION. .. . - A) MSTC HOLD-DOWNS MAY USE Id SINKERS OR I0d COMMON NAILS. . . . s) MSTC HOLD-DOWNS TO BE CENTERED BETWEEN UPPER t. LONER FLOORS.. MAXIMUM CLEAR SPAN .8". NAILS NOT REQUIRED IN CLEAR SPAN (RIM BOARb)' AREA. REV: JAN. 2008 • •. . fl PPflflI fl' 207 CB090523 1347 OAKAV MORGAN RES-DEMO ALL ROOF FRAMI RE-BUILD 1092 SF ROOF TO HIP STYLE, DEMO EXIST Y 4 -T~ 7L 4(109 C tL ILk loci QAt 'IE' - çiwi\ut IE— E5&4L IJ(A PppucYr t 5 OO £ f 1 (O d?) Approved Date By Building 5i6P q1 -'I to Planning Ltj I.4 IOR Engineering '--1 is-fpg Fire - F.O.G. HazMat APCD Health, Forms/Fees Sent Recd Due? By CFD V N Fire V N FOG Y HazMavHealth V N Health V N LOA V N PE&M' School V N Sewer V N Stormwater V N V N V N Comments Date Date Date Date Building 1.f (10 Planning L ?109 Engineering f()Qr Fire Need? &OP - X.Done U'P-) OS -h'vlp one U Done U Done U Done U Done