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Home My WebLink About1820 BIENVENIDA CIR; ; CB992756; PermitCity of Carlsbad 10/06/1999 Residential Permit Permit No:CB992756 Building Inspection Request Line (760) 438-31 01 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1820 BlENVENlDA CR CBAD RESDNTL SubType: RAD 20725051 00 Lot #: 0 $53,900.00 Construction Type: VN 6 Reference #: 0 Structure Type: 0 Bathrooms: 0 WALL RESIDENCE 550 SF ADD ADDliCaflt: Owner: Status: ISSUED Applied: 07/21/1999 Plan Approved: 10/06/1999 Issued: 10/06/1999 Entered By: DT Inspect Area: Orig PC#: planCheF#i 1Qf(lLf99 WG.I 01 02 C- f RHT 590 ” 82 BYRNES MARK 1958 IVY RD OCEANSIDE CA 92054 LIZABETH M INTER V 760-757-21 34 Building Permit Add’l Building Permit Fee Plan Check Add’l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee $91 .oo Renewal Fee $20.00 Add’l Renewal Fee $0.00 MECHANICAL TOTAL Other Building Fee $0.00 Housing Impact Fee Pot. Water Con. Fee $0.00 Housing InLieu Fee Meter Size Master Drainage Fee: Add’l Pot. Water Con. Fee $0.00 Sewer Fee: TOTAL PERMIT FEES $35.00 $0.00 $0.00 $0.00 $0.00 $844.14 FINAL APPROVAL Inspector: .Bpc, Date: qe14G9 C I ea ra nce : NOTICE: Please take NOTICE that approval of your project includes the “Imposition’ of fees, dedications, reservations, or other exactions hereafter collectively referred to as Yeeslexactions.” You have 90 days from the date this permit was issued to protest imposition of these feeslexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application prmssing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 @.*2J300 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1 161 FOR OFFICE USE ONLY PLAN CHECK ~0QqqZ7.z~ EST. VAL. A 7,530 Plan Ck. Deposit *32 Validated By Date Address (include BldgLSuite #) Legal Description Lot No. Subdivision NamelNumber Unit No. Phase No. Total # of units Business Name (at this address) \5zo G!en\I.e*?h CAh Wr-r 2 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars l$5001). Name Address City Statelzip State License X License Class City Business License # Telephone # Designer Name' Address City Statelzip Telephone State License # 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$lo01 OR LESS) 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 to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100.000). in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 6 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance 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 0 I am exempt under Section Business and Professions Code for this reason: 41 1. 2. @I have not) signed an application for a building permit for the proposed work. 3. 4. number I contractors license number): 5. of work): I personally plan to provide the major labor and materials for construction of the proposed property improvement. &S @& I have con racted with the follow n person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): I plan to protide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type A ,,R/qCS .t- &SOC,'Rt%S PROPERTY OWNER SIGNATURE DATE s-h&& 77 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 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? Is the facility to be constructed within 1,000 feet of the outer boundary of 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. 0 YES 0 NO I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit) of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after t APPLICANT'S SIGNATURE m&k- ga- DATE 7/af/79 rk is commen d fo a period of 180 days (Section 106.4.4 Uniform Building Code). WHITE: File YELLOW: Applicant PINK: Finance Inspection List Permit#: CB992756 Type: RESDNTL RAD Date Inspection - Item Inspector - Act 4/14/2000 89 4/14/2000 89 4/13/2000 89 4/13/2000 89 4/10/2000 89 4/10/2000 89 2/28/2000 18 2/25/2000 17 2/25/2000 33 2/24/2000 82 2/23/2000 17 2/22/2000 17 2/22/2000 18 2/17/2000 16 2/17/2000 24 2/17/2000 29 2/16/2000 16 2/11/2000 14 2/11/2000 14 2/10/2000 14 u10/2000 21 2/10/2000 22 2/8/2000 13 1l28/2000 13 1/27/2000 13 1/14/2000 15 1/11/2000 14 111 1/2000 23 1/10/2000 84 12/16/1999 17 1211 511 999 14 1211 511 999 34 1211 511 999 44 1211 411 999 84 1211 311 999 14 11/30/1999 15 1 1/29/1999 15 1 1/24/1999 15 11/5/1999 15 10/26/1999 21 10/19/1999 11 1011 811 999 1 1 Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Exterior LathIDrywall Interior LathIDrywall Service ChangeIUpgrade DrywaWExt LathIGas Test Interior LathlDrywall Interior LathIDrywall Exterior LathlDrywall Insulation Ro ug hlTo po ut Final Plumbing Insulation Frame/Steel/BoltingNeldin Frarne/Steel/BoltingNeldin Frame/Steel/BoltingNeldin UndergroundIUnder Floor Sewerwater Service Shear PanelsIHDs Shear PanelsIHD's Shear PanelslHDs Tuesday, April 18,2000 RoofIReroof Frame/Steel/BoltingNVeldin Gas/Test/Repairs Rough Combo Interior LathlDrywall Frarne/SteeUBoIting/Weldin Rough Electric Roug h/Ducts/Dampers Rough Combo FramelSteellBoltingNeldin Roof/Reroof RoofIReroof RoofIReroof RoofIReroof UndergroundIUnder Floor FtgIFoundationlPiers FtglFoundationlPiers DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA DA AP RI RI CA RI co AP NR AP CA AP AP co AP AP wc AP AP AP CA CA CA co AP NR CA AP AP co AP AP AP AP co CA AP AP AP AP AP AP co WALL RESIDENCE 550 SF ADD Comments BAR SINK & CAB IN NEW LlVN RM HAVE BEEN OMITED. PROJECT WAS STOPPED AM PLEASE SEE ATTACHED NOTICE SEE BACK OF CARD FOR SHOWER INT./SEE OWNERS LIST CHK 200 AMP SERV. GET DOCUMENTS FROM ESGlL AND RETURN FRI SEE CONTR LIST AT EXISTING KIT. ONLY AT EXISTING KITCHEN ONLY SEE NOTICE ATTACHED RECV. LETTER 11/29/99 3PM UPPER TOWER ROOF ONLY NAILING OK AT KITCHEN POPOUT ONLY OK TO BACKFILL DITCH FT. DEPTH, REBAR SPACING Page 1 of 2 10/13/1999 21 Underground/Under Floor DA AP 1011 3/1999 22 SewerNVater Service DA AP 10/8/1999 21 UndergroundlUnder Floor DA co 10/8/1999 24 Roughflopout DA wc Tuesday, April 18, 2000 Page 2 of 2 City of Carlsbad Bldg Inspection Request For: 4/14/2000 Permit# CB992756 Title: WALL RESIDENCE 550 SF ADD Description: Inspector Assignment: DA Job Address: Suite: Location: APPLICANT Owner: Remarks: Total Time: Type: RESDNTL SubType: RAD Phone: 7607577434 1820 BIENVENIDA CR Lot 0 Inspector: a BYRNES MARK WALL CALEB N&ELIZABETH M INTER VIVOS TRUST 04-01 CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: CANDICE BURNES Entered By: CHRISTINE Associated PCRs Date 4/10/2000 2/28/2000 2/25/2000 2/25/2000 2/24/2000 2/23/2000 2/22/2000 2/22/2000 2/17/2000 2/17/2000 211 7/2000 211 6/2000 2/11/2000 2/11/2000 211 0/2000 2/10/2000 lnsuection History Description 89 Final Combo 18 Exterior LathlDrywall 17 Interior LathIDrywall 33 Service ChangelUpgrade 82 DrywaWExt Lath/Gas Test 17 Interior LathlDrywall 17 Interior LathlDrywall 18 Exterior LathlDrywall 16 Insulation 24 Rough/Topout 29 Final Plumbing 16 Insulation 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 21 UndergroundIUnder Floor Act lnsp Comments CO DA SEE ATTACHED NOTICE AP DA NR DA AP DA CA DA AP DA AP DA CO DA SEEBACKOFCARD AP DA AP DA FORSHOWER WC DA AP DA AP DA AP DA CA DA CA DA City of Carlsbad Bldg Inspection Request For: 4/10/2000 Permit# CB992756 Inspector Assignment: DA Title: WALL RESIDENCE 550 SF ADD Description: Type: RESDNTL SubType: RAD Job Address: 1820 BIENVENIDA CR Suite: Lot 0 Location: APPLICANT BYRNES MARK Phone: Inspector: PA Owner: WALL CALEB N&ELIZABETH M INTER VIVOS TRUST 04-01 Remarks: AM PLEASE Total Time: CD Description Act Comments 19 Final Structural 29 Final Plumbing Requested By: CANDICE BURNES Entered By: CHRISTINE 39 Final Electrical 49 Final Mechanical Associated PCRs Date 2/28/2000 2/25/2000 2/25/2000 2/24/2000 2/23/2000 2/22/2000 2/22/2000 2/17/2000 211 7/2000 2/17/2000 2/16/2000 2/1 1/2000 2/1 1/2000 2/10/2000 a1 0/2000 31 0/2000 InsDection Historv Description 18 Exterior LathlDrywall 17 Interior LathlDrywall 33 Service Change/Upgrade 82 DrywalVExt Lath/Gas Test 17 Interior LathlDrywall 17 Interior LathlDrywall 18 Exterior LaWDrywall 16 Insulation 24 Roughnopout 29 Final Plumbing 16 Insulation 14 Frame/Steel/BoltingiWelding 14 Frame/Steel/BoltingNlding 14 Frame/Steel/Bolting/Welding 21 UndergroundIUnder Floor 22 SeweriWater Service Act lnsp Comments AP DA NR DA AP DA CA DA AP DA AP DA CO DA SEEBACKOFCARD AP DA AP DA FORSHOWER WC DA AP DA AP DA AP DA CA DA CA DA CA DA CITY OF CARLSBAD NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? YES FOR FURTHER INFORMATION, CONTACT PHONE @ 3 BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Inspection Request For: 12/15/1999 Permit# CB992756 Title: WALL RESIDENCE 550 SF ADD Description: Type: RESDNTL SubType: RAD Job Address: 1820 BIENVENIDA CR Suite: Location: Lot 0 Inspector Assignment: DA Phone: * Inspector: APPLICANT BYRNES MARK Owner: WALL CALEB N&ELIZABETH M INTER VIVOS TRUST 04-01 Remarks : Total Time: Requested By: NA CD 34 44 Entered By: CHRISTINE ", LY m b-fl c 71 Description Rough Electric hlDuctslDampers / Associated PCRs InsDection History Date Description 12/13/1999 14 Frame/Steel/BoltingNlding 11/30/1999 15 RooWReroof 1 1/29/1999 15 Roof/Reroof 1 112411 999 15 Roof/Reroof 1 11511 999 15 Roof/Reroof 10/26/1999 21 UndergroundlUnder Floor 10/19/1999 11 FtglFoundationlPiers 10/18/1999 11 Ftg/Foundation/Piers 10/13/1999 21 UndergroundlUnder Floor 1011 311999 22 SewerMlater Service 10/8/1999 21 UndergroundlUnder Floor 10/8/1999 24 Rough/lopout Act lnsp Comments CA DA AP DA AP DA RECV. LETTER 11/29/99 3PM AP DA UPPER TOWER ROOF ONLY AP DA NAILING OK AT KITCHEN POPOUT ONLY AP DA OK TO BACKFILL DITCH AP DA CO DA FT. DEPTH, REBAR SPACING AP DA AP DA CO DA WC DA 12-1 4-1 999 1 1 : 05AM FROM EDG 760752701 0 P. 1 City of Carlsbad Inspection Request For: 12/14/1999 Permit# CB992756 Title: WALL RESIDENCE 550 SF ADD Description: Type: RESDNTL SubType: RAD Job Address: 1820 BIENVENIDA CR Suite: Location : Lot 0 Inspector Assignment: DA Phone: Inspector: DA- APPLICANT BYRNES MARK Owner: WALL CALEB N&ELIZABETH M INTER VIVOS TRUST 04-01 Remarks: AT THE EXISTING BUILDING ONLY Total Time: Requested By: CANDICE Entered By: CHRISTINE CD Description Act Comments 14 FramelSteellBoltingMeIding r 0 $f?? /VnTLCT 24 RoughlTopout 34 Rough Electric 44 RoughlDuctslDampers Associated PCRs InsDection Historv Date Description Act lnsp Comments 11/30/1999 15 RooWReroof AP DA 1 1/29/1999 15 Roof/Reroof AP DA RECV. LETTER 11/29/99 3PM 1 1/24/1999 15 Roof/Reroof AP DA UPPER TOWER ROOF ONLY 11/5/1999 15 RooWReroof AP DA NAILING OK AT KITCHEN POPOUT ONLY 10/26/1999 21 UndergroundlUnder Floor AP DA OK TO BACKFILL DITCH 10/19/1999 11 FtglFoundationlPiers AP DA 10/18/1999 11 Ftg/Foundation/Piers CO DA FT. DEPTH, REBAR SPACING 10/13/1999 21 UndergroundlUnder Floor AP DA 10/13/1999 22 SewerlWater Service AP DA 10/8/1999 21 UndergroundlUnder Floor CO DA 10/8/1999 24 Roughflopout WC DA - CITY OF CARLSBAD N BUILDING DEPARTMENT I E (7601 438-3550 2075 LAS PALMAS DRIVE FOR INSPECTION CALL (760) 438-3101. RE-INSPECTION FEE DUE? fl YES FOR FURTHER INFORMATION, CONTACT PHONE @ B~ILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Inspection Request For: 11/29/99 Permit# CB992756 inspector Assignment: DA Title: WALL RESIDENCE 550 SF ADD Description: Type: RESDNTL SubType: RAD Job Address: 1820 BIENVENIDA CR Suite: Lot 0 Location: APPLICANT BYRNES MARK Phone: Inspector: * Owner: WALL CALEB N&ELIZABETH M INTER VIVOS TRUST 04-01 Remarks: Total Time: Requested By: NA Entered By: CHRISTINE ECH LTJZiZ Jl-29-PY 3W CD Description 15 RooflReroof Associated PCRs InsDection Historv Date Description 1 1/5/99 15 Roof/Reroof 10/26/99 21 UndergroundlUnder Floor 10/19/99 11 Ftg/Foundation/Piers 10/18/99 11 Ftg/Foundation/Piers 10/13/99 21 UndergroundlUnder Floor 10/13/99 22 Sewerwater Service 10/8/99 21 UndergroundlUnder Floor 10/8/99 24 Roughnopout Act lnsp Comments AP DA NAILING OK AT KITCHEN POPOUT ONLY AP DA OK TO BACKFILL DITCH AP DA CO DA FT. DEPTH, REBAR SPACING AP DA AP DA CO DA WC DA I 1 81 0 W Los Vallecitos, Ste A FRX NO. : May. 11 1999 85:34RM PI \qQd (49 May. 11 1999 05:35RM P2 a I I I I I I ep] E AMPBKRFUSE OMLO COMPUTED LOAD d7 AMPS BUS: AMP See Cakulabon Worksheet on tack. SERVICE ENTRANCE OR FEEDER CONDUCT0 S: A) SIZE: NO. 2 8) m: 0 a, dL C) HSUUTW yH* D) CONWITSIZE: SERVICE GROUN A) SIZE: NO. F0:w UAL C) CWP LCCATWS): 250 - 81(c) 0- WATER WE 250 - @(E). 8t(~) 250 - B3(C) !a -- GFCI LOCATIONS 210-8.680-70 a mm-(sJ @ KKCMN 0 WmGE(S) HMAOMASSAGETUB a- (7 BRANCH CIRCUITS REQUIRED: A) Lyirnffi ClRCUrrS pO.3(b). 4(6) 6) TWO SMALL APPLIANCE CIRCUITS Po. 4(b) C) LAUNDRY CIRCUIT - 4(c) 0) CENTRAL HEATING EQUIPMENT 422-7 REMARKS 1 comfy mal all ternmuons have beon lorquad in accordance mth marulecurer’s bnsvucmns and mnl the work snow on this circuit card represen8 UIO lull oxfen1 of me wrk performed under m16 permr 0 OWNER REFERENCE hn CkqoElocOrrl NOlwllenOI 2155 SINGLE FAMILY DWELLING ELECTRICAL SERVICE LOAD CALCULATION OPTIONAL METHOD NEC 220-30 .~ As an alternative method, the STANDARD METHOD, found in ARTICLE 220 of the National Electric Code, may be used 1. GENERAL LIGHTING LOADS 3-0 -___ VA General Lighting Total VA 4 *. Dwelling 3 o*o Small appliance loads -220-16 (a) 1500 VA x circuits = Laundry load -220-16(b) sq. ft. x 3 VA = 6.. 1500 VA x -cmuits = 2. COOKING EQUIPMENT LOADS - Nameplate Value I Range VA = dN VA Cooktop VA = VA Oven(s)zVA = & VA Cooking Equipment Total E VA 3. ELECTRIC DRYER 220-18 (Nameplate, 5000 VA minimum) / Dryer /fl VA = DryerTotal '/? VA 4. FIXED APPLIANCE LOADS 230-30(b3) Dishwasher = Disposal = Compactor = Water Heater = Hydromassage Bath tub = Microwave Oven = Built-in Vacuum = VA /tb3 VA A//k VA &/.4 VA VA ibfl VA Fixed Appliance Total VA 5. OPTIONAL SUBTOTAL (Add all of the above totals) VA 6. 7. 8. 9. APPLYING DEMAND FACTORS - TABLE 220-30 First 10,OOO VA x 100% = 10,OOO VA '7-VA Optional Subtotal (from line 5) Remaining !pBty VA 40% = flh VA HEATING OR AC LOAD - TABLE 220-30 Larger of the Heating or AC Load = OPTIONAL LOADS TOTAL (Add totals from lines 6 and 7) = XIINMUM SERVICE SIZE = z$d@ VA - - /@7 Ampere Optional Loads Total 240 Volt (Please put total on front of card under Computed bad) SINGLE FAMILY DWELLING ELECTRICAL SERVICE LOAD CALCULATION OPTIONAL METHOD NEC 220-30 As an alternative method, the STANDARD METHOD, found in ARTICLE 220 of the National Electric Code, may be used .- VA Dwelling Small appliance loads -220-16 (a) 1500 VA x .xcircuits = ?e."> VA Laundry load -220-16(b) 1500 VA x /circuits = kc VA 1. GENEkAL LIGHTING LOADS sq. ft. x 3 VA = General Lighting Total VA 2. COOKING EQUIPMENT LOADS - Nameplate Value Range /'Po VA = E VA Cooktop VA = VA Oven(s) VA = VA Cooking Equipment Total 19' VA 3. ELECTRIC DRYER 220-18 (Nameplate, 5000 VA minimum) Dryer VA = 4. FIXED APPLLANCE LOADS 230-30(b3) Dishwasher = Disposal = Compactor = Water Hearer = Hydromassage Bathtub = Microwave Oven = Built-in Vacuum = /ZGo VA .- VA VA VA VA /WVA VA VA Fixed Appliance Total --- JkfiBV* 5. OPTIONAL SUBTOTAL (Add all of the above totals) HxL' VA 6. APPLYING DEMAND FACTORS - TABLE 220-30 7. HEATING OR AC LOAD - TABLE 220-30 Larger of the Heating or AC Load = 8. OPTIONAL LOADS TOTAL (Add totals from lines 6 and 7) = /P/BVA Optional Loads Total - - fob 5' Ampere 240 Volt 9. h1INMUM SERVICE SIZE = (Please pur roral on fronr of card under Computed Load) i 1 c SAN DIEGO AREA RESIDENTIAL CIRCUIT CARD AND LOAD SUMMARY 0 /p.f AMPBKRFUSE 0 MLO COMPUTED LOAD jF0 ,< AMPS BUS: AMP See Cakulabon Workshoot on back. BRANCH CIRCUITS REOUIRED: A) LGHTING CiRCUrTS 220-W). 4(d) B) TWO SMALL APPLIANCE CIRCUITS PD. qb) 422- 7 C) LAUNDRY CIRCUIT - 4(C) 0) CENTRAL HEATING EOUIPMEM SERVICE GROUNDfOND: A) SIZE: NO. C) CLAMP LCCATION(S): m - 81(C) D- 67] WATER WE 250 - m(a). 81(a) 2K) - E?(,) ATIONS 210-8.660-70 aKfHRoo(* (9 a KITCMN 0 CJIWGE(S) 0 HWXXUASSAGETUB a- 0 REMARKS I cemty mat ail 1ermremns have boon torqued in accordance Urm muufacarrcdr mstructlonr and mat @e work shown on mls circuit card represen5 m0 full exlonlol me work pedormed under mls perrmt CONSTRUCIION STING & ENGINEERING, INC. SANDIEG0,CA RIVERSIDE,CA VENTURA,CA TRACY,CA LANCASTERCA 2414 Vipcylrd Ave. 49oEprindmdCL 1645 pvllk Avc 242 W. Lueh 42156 10th SL W. suite G SuHe 7 Suite 105 Suite F Unit K Escondido, CA 92029 Corona, CA 91719 (hnrrd, CA 93033 Racy, CA 95376 Lanc.rttr, CA 93534 (760) 746-4955 (909) 311-1890 (661) 4866475 (209) BJp2W (661) 726-9676 A 8 ENGINEERING, INC. (760) 769806 FAX (909) 311-2118 FAX (661) 4869016 FAX (209) 839.2895 FAX (661) 726-9676 FAX MAY 31,2000 CTE JOB NUMBER 10-3924 CAL & ELIZABETH WALL 1820 BIENVENIDA CARLSBAD, CA 92008 RE: WALL RESIDENCE PLEASE FIND ENCLOSED COPY (S) OF THE MOST RECENT INSPECTION YOUR INFORMATION. REPORT (S) WITH REGARDS TO THE ABOVE-MENTIONED PROJECT FOR SHOULD YOU HAVE ANY QUESTIONS PLEASE DO NOT HESITATE TO CONTACT OUR OFFICE @ 760-746-4955. RESPECTFULLY SUBMITTED, CONSTRUCTION TESTING & ENGINEERING, INC. CX': BYRNES Ki ASSOCIATES, 1958 IVY ROAD, OCEANSIDE, CA 92054 ciw OF CARLSBAD, 2075 LAS PALMAS DRIVE, BLDC. DEPT., CARLSBAD, CA 92009 GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 8 ENGINEERING, INC. ESCONDIDO *TRACY *CORONA *OXNARD *LANCASTER INSPECTION REPORT REPORT # PROJEm NAME: Resd e-te PLAN FILE: BLDGPERMIT: CB 9 9 27 5d OTHER: Material Samptiq ( )CONCRETE ( )MORTAR ( )GROUT ( )FIREPROOFING ( )MASONRYBLOCK ( )REBAR ( )STRUCTURALSTEEL ( )BOLTS CdRatkm ot CompHance: All work, unless otherwise noted, complies with the approved plans and specifications and the n GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2-114 VINEYARD AVENUE SUITE C ESCONDIDO. CA ')2019 (760) 746--1')55 fXX (7hO) 7Jh-OXOO EsGil Corporation 2n Partnership with Government for BuiHing Safety DATE: January 26,2000 JURI SDl CTl ON : Carlsbad PLAN CHECK NO.: 99-2756 [II APPLICANT 0 PLAN REVIEWER 0 FILE a JURIS. SET: I1 PROJECT ADDRESS: 1820 Bienvenida Circle PROJECT NAME: Structural Revisions- 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck. 0 The checklist transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant’s copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. 0 The applicant‘s copy of the checklist has been sent to: c] Esgil Corporation staff did not advise the applicant that the plan check has been completed. w Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Candace Byrnes Date contacted: (by: 1 Fax #: REMARKS: 1) Special inspection form must be completed prior to issuance of building permit. Telephone #: HAND-CARRY Mail Telephone Fax In Person By: Tony Embuido Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC LOG tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 1820 Bienvenida Circle PLAN CHECK NUMBER: 99-2756(Rev-l) OWNER'S NAME: Wall Residence I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architecvengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701 .I for the construction project located at the site listed above. UBC Section 106.3.5. Signed Y I, as the engineedarchitect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. E~~ds/ArbWct's Seal 6 SbNtum Here Signed / J*- do. 3qL-p i%r $+ 1. List of work requiring special inspection: 0 Soils Compliance Prior to Foundation Inspection 0 Structural Concrete Over 2500 PSI 0 Prestressed Concrete Expansion/Epoxy Anchors 0 Structural Masonry 0 Designer Specified 0 Other 0 Field Welding 0 High Strength Bolting Sprayed-On Fireproofing 2. Name@) of individual(s) or firm@) responsible for the special inspections listed above: B. C. 3. Duties of the special inspectors for the work listed above: B. C. Special inspectors shall check in with the City and present their credentials for approval beginning work on the job site. ... ... ..... ... .... ...... ........ ...... ., ,. , .. .. .. .. .. .. ,.!. . < ..:. . ',. .. .... ' -bad 99-2766 (PCROO-OS) I ~Ipxurp ao, am VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-2756 (PCR00-08) PREPARED BY: Tony Embuido BUILDING ADDRESS: 1820 Bienvenids Clrcle DATE: January 20,2000 BUlLDlNG OCCUPANCY; TYPE OF CONSTRUCTION: TOTAL VALUE 0 199 UElC Buflding Permit Fee Bldg. Permit Fee by ordinance: $ Plan Check Fee by ordinance: $ 199 UBC Plan Check Fee Type &Review: Complete Review Structural Only Hourly Repetbe Fee Applicable C)tRer: Esgil Plan Review Fee; Comments: Esgil Fee = $87.151hr. S 87.15* Sheet1 of I ilxWab.dOc 6198 lIS3 EsGil Corporation In Tartnership with Government for auiliiing safety DATE: October 06, 1999 JURISDICTION: Carlsbad 0 PLAN REVIEWER PLAN CHECK NO.: 99-2756 SET: I11 PROJECT ADDRESS: 1820 Bienvenida Circle PROJECT NAME: Addition 8e Remodel-Living Room, Bedroom, Bathroom, Hallway 0 APPLICANT 0 JURIS. 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck. The checklist transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the checklist has been sent to: 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: Candace Date contacted: (by: ) Fax #: REMARKS: This is a proposed addition to existing dwelling and not a 2"d dwelling unit. Telephone #: HAND-CARRY Mail Telephone Fax In Person By: Tony Embuido Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 - EsGil Comoration ~~- - - I ln Tartnership with Fouernment for Building Safety DATE: October 04, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-2756 0 APPLICANT Cl PLAN REVIEWER C67GZSZ-J 0 FILE SET: I1 PROJECT ADDRESS: 1820 Bienvenida Circle PROJECT NAME: Addition & Remodel- 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck. The checklist transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant’s copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the checklist has been sent to: Caleb & Elizabeth Wall 1820 Beinvenida Circle, Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 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 0 REMARKS: By: Tony Embuido Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 09/24/99 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858) 560-1468 4 Fax (858) 560-1576 Carlsbad 99-2756 I1 October 04, 1999 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 99-2756 PROJECT ADDRESS: 1820 Bienvenida Circle SET: I1 DATE PLAN RECEIVED BY ESGIL CORPORATION: 09/24/99 REVIEWED BY: Tony Embuido DATE RECHECK COMPLETED: October 04, 1999 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 6. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? Carlsbad 99-2756 I1 October 04, 1999 Please make all corrections on the original tracings, as requested in the correction list. Submit (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1 161. 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 calculationslreports 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. 0 GENERAL RESIDENTIAL REQUIREMENTS 6. 16. 18. 24. 26. Sleeping rooms shall have a window or exterior door for emergency escape. Sill height shall not exceed 44" above the floor. Show on elevation plan. 0 FOUNDATION REQUIREMENTS The City (upon final transmittal) to place their "soils notice" stamp on the plans. Wi// be handled at the city counter. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1 : a) The minimum nominal anchor bolt diameter shall be 5/8-inch (for Seismic Zone 4 only). See foundation plan note #2 on sheet 70 and correct. 0 FRAMING Clearly cross reference-framing sections on floor, foundation and framing plans. Section 106.3.3. Also, indicate heights of ceilings on section plans. Show in the calculations how the redundancy was determined, per Section 1630.1 .I. a) Per applicant response, why is redundancy factor not used? Clarify. Carlsbad 99-2756 I1 October 04, 1999 28a) 36. 44. 46. See roof framing where skylights occur. Specify nail size and spacing for roof diaphragm. Indicate required blocking. Maintain maximum diaphragm dimension ratios. Sections 231 5 and 251 3. 0 PLUMBING (UNIFORM PLUMBING CODE) Specify 24" minimum clearance door at water heater location. MISCELLANEOUS Correct code years on set of plans to reflect 1997 & 1996. See all sheets of the plan. SfN shows the 7994 and 7993 code years. Due to change in floor plan, how does one still access from existing family room and proposed addition? Since now this is a proposed addition. See sheet 2. a) b) What is the use of room between existing family room and living room? Indicate size of window or door between family room and new area. 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 Tony Embuido at Esgil Corporation. Thank you. - EsGil - Corporation Zn !Partnership with Government for Builiiinj Safety DATE: August 04, 1999 JURISDICTION : Carlsbad PLAN CHECK NO.: 99-2756 R APPLICANT R PLAN REVIEWER 0 FILE SET: I PROJECT ADDRESS: 1820 Bienvenida Circle PROJECT NAME: Addition 8z Remodel-2nd Unit to SFD 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck. The checklist transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant’s copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the checklist has been sent to: Caleb & Elizabeth Wall 1820 Beinvenida Circle, Carlsbad, CA 92009 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: 1 Fax #: Mail Telephone Fax In Person 0 REMARKS: By: Tony Embuido Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 07/22/99 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-2756 August 04, 1999 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 99-2756 J U Rl SDl CTl ON : Carlsbad PROJECT ADDRESS: 1820 Bienvenida Circle FLOOR AREA: + 550-R3 STORIES: 1 HEIGHT: -18' REMARKS: 2ND DWELLING UNIT ATTACHED TO SFD. DATE PLANS RECEIVED BY J U RI S D I CTI ON : 0712 1 199 DATE PLANS RECEIVED BY E S G I L CO RPO RAT1 0 N : 07/22/99 DATE INITIAL PLAN REVIEW COMPLETED: August 04,1999 FOREWORD (PLEASE READ): PLAN REVIEWER: Tony Embuido This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction complies with Title 24 and the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed UP the recheck process, please note on this list (or a COPY) where each correction item has been addressed, i.e., Dlan sheet number, specification section, etc. Be sure to enclose the marked UP list when vou submit the revised plans. Carlsbad 99-2756 August 04,1999 PLANS I. 2. 3. 4. 5. 0 Please make all corrections on the original tracings, as requested in the correction list. Submit (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1 161. 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) 560-1 468. 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. Final set of plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the CORRECT gross floor area of each element of this project, including dwelling. Section 106.3.3. If appears if should be - 550 sq. ft. in lieu of 485. Please prove ofherwise. Provide a statement on the Title Sheet of the plans stating that this project shall comply with Title 24 and the 1991 - UBC, UMC and UPC and the 1995 - NEC. Special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. FIRE PROTECTION Show locations of permanently wired smoke detectors with battery backup: a) b) Inside each bedroom. See Pd dwelling unit. Centrally located in corridor or area giving access to sleeping rooms. Carlsbad 99-2756 August 04, 1999 0 GENERAL RESIDENTIAL REQUIREMENTS 6. 7. 8. 9. IO. 11. 12. 13. 14. Sleeping rooms shall have a window or exterior door for emergency escape. Sill height shall not exceed 44" above the floor. Windows must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". The emergency door or window shall be openable from the inside to provide a full, clear opening without the use of separate tools. Section 310.4. Note on the plans. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Specify tempered glass. See notes below door schedule. 0 ROOFING Specify roof material and application on roof plan. Chapter 15. See sheet 5. Per local ordinance, a Class 'E - roof covering is required. Specify on the plans. Specify roof slope on roof plan. Specify minimum % inch per foot roof slope for drainage or design to support accumulated water. Section 1506. I. Provide skylight details to show compliance with Sections 2409 and 2603, or specify on the plans the following information for the skylight(s), per Section 106.3.3: a) Manufacturer's name. b) Model namehumber. c) ICBO approval number, or equal. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section 1505.3. Carlsbad 99-2756 August 04, 1999 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. Note on the plans: "Attic ventilation openings shall be covered with corrosion- resistant metal mesh with mesh openings of I /4-inch in dimension." Section 1505.3. 0 FOUNDATION REQUIREMENTS The City (upon final transmittal) to place their "soils notice" stamp on the plans. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: a) The minimum nominal anchor bolt diameter shall be 518-inch (for Seismic Zone 4 only). Note: This will require a minimum distance from the ends of sill plates to be 4-3/8" (and a maximum of 12"). See foundation plan note #2 on sheet IO and correct. Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. b) Specify size, I.C.B.O. number and manufacturer of epoxy anchors. Show edge and end distances and spacing. Section 106.3.3. Note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. FRAMING Show or note fire stops at the following locations per Section 708.2.1: a) In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling & floor levels and at IO' intervals both vertical and horizontal. In duplexes, draft stops shall be provided in attics in line with walls separating units and separating units from common areas. Section 708.3.1 .I .2. Show stud size & spacing. Maximum allowable stud heights: Bearing wall: 2 x 4 and 2 x 6 max. IO'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 23-IV-B. Specify on plans if studs are greater than 70' and provide design. Clearly cross reference-framing sections on floor, foundation and framing plans. Section 106.3.3. See sheet 4 and complete sections. Carlsbad 99-2756 August 04,1999 25. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 106.3.3. Per current 1997 code requirements. 26. 27. 28. 29. 30. 31. 32. 33. 34. Show in the calculations how the redundancy was determined, per Section 1630.1 .l. If the Simplified method is used to determine seismic loads, please show compliance with Section 1629.8.2 and 1630.2.3: a) When soil properties are not known in detail, Type SE shall be used in Equation 30-1 1 for Seismic Zones 3 or 4; Type S, shall be used. In Seismic Zone 4, aspect ratios are limited to 2:l for wood shear panels. Table 23-11-G. Dimension shear wall panels & specify plate heights on framing plans. In Seismic Zones 3 and 4, toenails shall not be used to transfer lateral forces in excess of 150 plf from diaphragms to shear walls, drag struts or other elements, or from shear walls to other elements. Section 2318.3.1. Exception: Conventional Light-Frame Construction complying with Section 2320. In Seismic Zones 3 and 4, where allowable shear values exceed 350 plf in wood structural panel shear walls, foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3" nominal member. In shear walls where the total wall design shear does not exceed 600 plf, a single 2" nominal sill plate may be used, provided the anchor bolts are designed for a load capacity of 50% or less of the allowable capacity. Table 23-11-1-1 , footnote 3. 0 ELECTRICAL (NATIONAL ELECTRICAL CODE) Show on the plan the ammerage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule & load calculations. See new unit. For a single-family dwelling unit (and for each unit of a dudex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling. NEC Art. 21 0-52 (e). This receptacle must be GFCl protected. Note on the plans that bathroom receptacle outlets shall be supplied by a minimum of one 20-ampere branch circuit. Such circuits shall have no other outlets. This circuit may serve more than one bathroom. NEC Art. 21 0-52(d). Show on the plan that ground-fault circuit-interrupter protection complies with NEC Art. 210-8, which reads as follows: Carlsbad 99-2756 August 04, 1999 35. 36. 37. 38. 39. 40. 41. 42. 43. 44 * All 125-voIt, single-phase, 15- and 20- ampere receptacles installed in kitchen counters and at wet bar sinks. Show at least one wall switch-controlled lighting outlet to be installed in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages with electric power; and at the exterior side of outdoor entrances or exits. At interior stairways show 3-way switching for lighting outlets at each floor level where there are six or more steps. NEC Art. 210(a). PLUMBING (UNIFORM PLUMBING CODE) Show water heater size, type and location on floor plan. UPC, Section 501 .O. Note on the plans that “Combustion air for fuel burning water heaters will be provided in accordance with UPC Section 507 and Table 5-1”. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. Show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 113 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.5. 0 NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and floorlceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. Show how penetrations (if any) of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. ENERGY CONSERVATION The regulations require a properly signed Form CF-1 R. See sheet 9. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-I R. See sections & specify R- value per CF-7 R form. 0 MISCELLANEOUS Correct code years on set of plans to reflect 1997 & 1996. See all sheets of the plan. Carlsbad 99-2756 August 04, 1999 45. 46. 47. 48. 49. 50. Floor-plans are unclear. See where single line occurs from kitchen addition to new unit of kitchen. Is there a window or door to existing dining room? If so, it must be specified as temPered glass. How will one-hour fire rated separation be accomplished at new unit and existing family room? Provide details and specifications showing compliance. Window or door will be a problem. See sheet 2. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 4797. New residential units must be pre-plumbed for future solar water heating. Note that two roof jacks must be installed where the water heater is in the one story garage and directly below the most south-facing roof (City Ordinance No. 8093). Note that two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 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 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 921 23; 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 Tony Embuido at Esgil Corporation. Thank you. Carlsbad 99-2756 August 04, 1999 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER’S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architectlengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Signed I. List of work requiring special inspection: Soils Compliance Prior to Foundation Inspection 0 Structural Concrete Over 2500 PSI 0 Prestressed Concrete Structural Masonry 0 Designer Specified 0 Other 0 Field Welding 0 High Strength Bolting 0 Expansion/Epoxy Anchors Sprayed-On Fireproofing 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. B. n 3. Duties of the special inspectors for the work listed above: C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. Carlsbad 99-2756 August 04, 1999 BUILDING PORTION BUILDING AREA VALUATI 0 N m2) MU LTI PLI ER VALUATION AND PLAN CHECK FEE VALUE 6 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-2756 TOTAL VALUE PREPARED BY: Tony Embuido DATE: August 04,1999 47,530 (PER CITY) BUILDING ADDRESS: 1820 Bienvenida Circle BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: V-N Air Conditioning Fire Sprinklers 0 I99 0 I99 Type of Review: Complete Review 0 Structural Only 0 Hourly 0 Repetitive Fee Applicable UBC Building Permit Fee UBC Plan Check Fee 0 Bldg. Permit Fee by ordinance: $ 389.73 0 Plan Check Fee by ordinance: $ 253.32 0 Other: Esgil Plan Review Fee: $ 202.68 Comments: Sheet1 of 1 macvalue.doc 5196 BUILDING PLANCHECK CHECKLIST DATE: ?b,4-9 PLANCHECK NO.: CB ed? ?!L PROJECT DESCRIPTION: ASSESSOR’S PARCEL NUMBER: &Lo 7 -&&c/o - Sl EST. VALUE: BUILDING ADDRESS: mb20 53 ;&%& CmL ENGINEERING DEPARTMENT FOR OFFICIAL USE ONLY ENGINEERING AUTHORlZATlON TO ISSUE BUILDING PERMIT: 7 Date: 9 /&/& I J APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. a Right-of-way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: Date: Date: Date: 3 0 0 0 0 u 0 0 Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-way Permit Application Right-of-way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ City of Carlsbad Address: Phone: 2075 Las Palrnas Dr., Carlsbad, CA 92009 (61 9) 438-1 161, ext. 451 0 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 @ n\woR~~~s~~~~~.F~~~lsbad, CA 92009-3576 (760) 438-1 161 - FAX (760) 431-69 c BUILDING PLANCHECK CHECKLIST SITE PLAN CI 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-way Width & Adjacent Streets fi 3RD‘ /a G. Driveway widths 0 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: “Finish grade will provide a minimum positive drainage of 2% to swale 5’ away from building.” B. Existing & Proposed Slopes and Topography 3. Include on title sheet: A. Site address 6. Assessor’s Parcel Number C. Legal Description For commerciaVindustria1 buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE ci CI 0 4a. Project does not comply with the following Engineering Conditions of approval for Project No. CI a 0 4b. All conditions are in compliance. Date: W\WORD\WCS\CHKLSTWYdinp Pbnd~edr CW BwoO1 Fon JJ.doc 2 Rev. 12/28196 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 1:TJ 2NW 3RDd Q 5. Dedication for all street Rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 X" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ , pursuant to Carlsbad Municipal Code Section 18.40.040. Q Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or we may prepare the necessary Future improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: current grant deed on the property and processing fee of $ so Rev. 12/28/96 3 H:\WOR~\CHKLSTuildi~ PI- Ck# BwM)i Form JJ.dO-2 BUILDING PLANCHECK CHECKLIST D 0 CI Q 0 0 Q D CI 0 Q CI /CI D cl Q Q 0 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Darnaaed or defective improvements found adiacent to buildina site must be repaired to the satisfaction of the Citv Inspector Prior to OccuDancv. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. The Gradina Permit must be issued and rouah aradinq amroval obtained prior to issuance of a Buildina Permit. NOTE: Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 7d.No Grading Permit required. 7e.lf grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or private work adjacent to the public Right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-way permit required for: BUILDING PLANCHECK CHECKLIST 4 H \WCRDD3CSCMLS~ul~ Pbmheck Cklst WOO01 Form JJ dOc Rev. 12/26186 3'(" 0 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. F gd' 0 Industrial Waste permit accepted by: Date: 0 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 0 fees are attached 0 0 CI 13. Additional Comments: H:\WORMDOCS\CmLST\BUilding Pia- Cut BPWOI Form JJ.mC 5 Rev. 12nW PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 432756 Address /g'20 n;hv~?-;A cqk& I Planner 6 47-APv7 5"--;* Phone (61 9) 438-1 161, extension 45Q.9 1 Net Project Density: DU/AC 5 2 o Type of Project & Use: sf=p I CFD linlnir+\ # Date of participation: Remaining net dev acres: I APN: u7- 250- 51-00 e- I - t 0,900 ~,d General Plan: Facilities Management Zone: 1 Circle One - (For non-residential development: Type of land used created by this permit: 1 CCE mm Item Incomplete - Needs your action ;Ea Leaend: Item Complete 0 Environmental Review Required: YES NO '>c TYPE DATE OF COMPLFTION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: D Discretionary Action Required: YES - NO~TYPE f APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ~ ~ ~~-~ __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? CA Coastal Commission Authority? YESX - NO - YES- NOK If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200. San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form atready completed? YES- NO- If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: 19 -t 93 ,. (&f5 Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. ''ED D 000 inciusionary Housing Fee required: YES - NO - )c (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO - IAPIDs, Activ? Maintenance. enter CBt, toolbar. Screens. Housing Fees, Construct Housing YIN, Enter Fee, UPDATE') Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Required - 29l Shown W' Interior Side: Required 8%% Shown 8 (0 34' Rear: Required i61m Shown /b/ 8 fib " rl e- 2. Accessory structure setbacks: Front: Required /hewn Interior Side: Required Structure separation: Required Lp 3. Lot Coverage: @n 0 4. Height: *Fm 5. Parking: Guest Required Lqo y Required cz-3 ' Spaces Required ZLW- 4" Spaces Required Shown Shown Shown Shown Shown d- 4dJ Shown 217' Shown u u u Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER r P r P c ENG-G IGN GROUP CIVIL STRUCTURAL d ARCHITECTURAL MNSULTIWTS FLM ASIDB(IIAL 6 COMMFRClrV CoELIIRUcTlOh 810 W. Los Vallecitos, Ste A *Sari Marcos CA.92069 (760) 752-7010-Fax (760) 752-7092 PROJECT: WALL RESIDENCE PROJECT ADDRESS: 1820 BIENVENIDA CIRCLE CARLSBAD, CA. DATE: JOB No: July 1, 1999 992067-2 TABLE OF CONTENTS STRUCTURAL DESIGN LOADS G2-G3 VERTICAL DESIGN V 1 -V4 LATERAL DESIGN L 1 -L2 FOUNDATION DESIGN F1 SPECIFICATIONS S 1 -S4 r REVIEWED BY: r i ROLLED SHAPES BOLTS WELDS c A36 A307 E7OXX, PER AWS D1.l SPECIFICATIONS c FOUNDATION (STD) FOUNDATION (FRAME) REBAR #5 or LESS REBAR #6 or LARGER PROJECT: WALL RESIDENCE SHEET: G1 JOB No: 992067-2 F,’ = 2,000 PSI F,’ = 3,000 PSI F, = 40 KSI F, = 60 KSI STRUCTURAL DESIGN DATA SHEET DIMENSION 2X DIMENSION 4X D.F. #1 F, = 95PSI Fb=1000 E=1.7X106 D.F. #1 Fv = 95 PSI Fb=1000 E=1.7X106 DIMENSION 6X TIMBERS P D.F. #1 Fv = 85 PSI Fb=1350 E=1.6X106 D.F. #1 LUMBER BOARD I D.F. #1 I I I GLU-LAMS HARDWARE P 24FV4DFDF Fv=165 PSI Fb=2400 E=l.7X106 SIMPSON GROUT MORTAR ~ ~~ F, = 2000 PSI F, = 1800 PSI c P II PLYWOOD I CD~~CC I STRUCTI~~II I I c r r II CONCRETE MASONRY UNITS II BLOCK ~ ~__ I F, = 1500 PSI p ROOFING PLYWOOD FRAMING MSULATION MECH & ELECT. CEILING MISC. DEAD LOAD LIVE LOAD TOTAL r ASPHALT SHINGLES 2.0 ?4” or 5/8” 1.5 LIGHT WEIGHT WOOD 2.5 R38 or LESS 2.0 STANDARD 0.5 GYPSUM 4.5 STANDARD 1.5 14.5 16.0 / 20.0 30.5 f 34.5 SLOPED ROOF / FLAT ROOF DEAD + LIVE c FLOORING . CAFWETIPAD PLYWOOD 3/4” FRAMING LIGHT WEIGHT WOOD PARTITION L 1.5 2.5 3 .O 2.5 * I MECH & ELECT. CEILING c r STANDARD 0.5 GYPSUM 3.5 c I MISC. DEAD LOAD r I i STANDARD 1.5 15.0 PROJECT: WALL RESIDENCE SHEET: G2 JOB No: 992067-2 LIVE LOAD TOTAL STRUCTURAL DESIGN LOADS RESIDENTIAL / DECK DEAD + LIVE 40.0 / 60.0 55.0 / 75.0 1.U r ! EXTERIOR INTERIOR FRAMING INSULATION MISC. TOTAL i 7/8 INCH STUCCO 8.0 5/8" GYPSUM 4.5 2x STUDS 2.0 R 11 1.5 STANDARD 1 .o 17.0 I PROJECT: SOLANA BEACH PRESBYTERIAN CHURCH JOB No: SHEET: 63 II TYPICAL EXTERIOR WALL LOAD . II c c c r f r t r r r r r c c P 91 0 W. Los Vallecitos. Ste A Office (619) 752-7010 ,.$an Marcos CA e92069 FAX (619) 752-7092 c P 1 810 W. Los Vallecitos. Ste A &an Marcos CA a92069 Office (619) 752-7010 FAX (619) 752-7092 r- c -- Mice (61 9) 752-701 0 FAX (619) 752-7092 c c P P Office (61 9 752-701 0 FAX (61 9) $52-7092 r PAGE:Sl r c I r r r- r PROJECT NAME: WALL RESIDENCE PROJECT NUMBER: 992067-2 1. 2. 3. 4. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK, AND NOTIFY THE DESIGNERENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND THE TYPICAL DETAILS ON THIS SHEET IN CASE OF CONFLICT. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. THE DESIGN IS BASED ON THE 1994 UNIFORM BUILDING CODE AND THE LOCAL BUILDING CODE. NEITHER THE OWNERNORTHE DESIGNERENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. FOUNDATION 1. FOUNDATION DESIGN WAS PERFORMED IN ACCORDANCE WITH TABLE 18-I-A OF THE 1994 U.B.C. THE ALLOWABLE SOILS BEARING PRESSURE IS 1000 PSF. 2. IF THE BUILDING INSPECTOR SUSPECTS EXPANSIVE SOILS BASED ON OBSERVATION OF THE FOUNDATION EXCAVATION, HE/SHE MAY REQUIRE CHAPTER 6, DIV. 7, TITLE 8 OF THE SAN DIEGO COUNTY CODE AND RESUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE SOIL ENGINEER'S RECOMMENDATIONS HAVE BEEN INCORPORATED. SOIL EXPANSION INDEX TESTS IN ACCORDANCE WITH U.B.C. STD 29-2 OR 3. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WITH AMINlMUM SLOPE OF 2% FOR AT LEAST 5'-0" UNLESS NOTED OTHERWISE. P r PROJECT NAME: WALL RESIDENCE PROJECT "BER: 992067-2 PAGE:S2 4. HOLDOWNS SHALL BE TIED IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION. 5. PROVIDE MINIMUM FOUNDATION PER TABLE 29A OF THE 94'U.B.C. FOR STUD BEARING WALLS, U.N.O. 1. 2. 3. 4. 5. 6. 7. 8. CONCRETE SHALL HAVE A MMIMuM COMPRESSIVE STRENGTH IN 28 DAYS OF 2,000 PSI, WITH THE EXCEPTION OF FOOTINGS SUPPORTING MOMENT RESISTING STEEL FRAMES WHICH SHALL HAVE COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 60 FOR #6 AND LARGER, OTHERWISE GRADE 40. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, WALLS, OR SLABS UNLESS SPECIFICALLY DETAILED. REINFORCING DETAILING SHALL CONFORM TO THE ACI 318-89 AND THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE, LATEST EDITION. REINFORCING, ANCHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACING CONCRETE. WALLS AND COLUMNS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING. SPLICE CONTINUOUS REINFORMING WITH 30 DIAMETER OF 2'-0' MINIMUM LAP. TYPICAL CONCRETE COVERAGE OF REINFORCING: 0 0 0 0 CONCRETE CAST AGAINST EARTH 3" EXPOSED TO EARTH OR WEATHER: LARGER THAN #5 2" #5 AND SMALLER 1 1/2" UNEXPOSED - COLUMNS, BEAMS, AND GIRDERS 1 1/2" 0 SLABS AND JOISTS 314" i f f- i ! c i t c c ! c c c r c c c r .- PROJECT NAME: WALL RESIDENCE PROJECT NUMBER: 992067-2 PAGE:S3 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 1 ALL FRAMING LUMBER SHALL BE DOUGLAS FIRLARCH AND SHALL BE GRADE MARKED AS FOLLOWS: 0 STUDS AND LIGHT FRAMING "CONSTRUCTION' OR "STUD" POSTS, BEAMS, AND PLANKS" NO. 1" 2 X 4 STUDS OVER 10' HIGH "NO. 1 " 0 JOIST AND RAFTERS "NO. 2" 0 0 ALL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO PS-1-83 WITH EXTERIOR GLUE EXCEPT WHERE PERMANENTLY EXPOSED USE EXTERIOR GRADE. SILL PLATES ON CONCRETE SHALL BE DOUGLAS FIR, PRESSURE TREATED WITH 1/2" X 10" ANCHOR BOLTS AT 6'-0" MAXIMUM. TOP PLATES OF ALL STUD WALLS SHALL BE DOUBLED, SAME SIZE AS STUDS. EACH SIDE. LAP PLATES 4'-0" MINIMUM WITH AT LEAST 6- 16D NAILS + 12" MAXIMUM O.C. SOLID BLOCK STUDS AT 10'-0" VERTICAL INTERVALS. PLACE 2X.SOLID BLOCKING BETWEEN ALL ROOF JOISTS AND RAFTERS AT SUPPORTS. CROSS BRIDGE OR SOLID BLOCKBETWEENROOF JOISTS AND RAFTERS OVER 10 INCHES DEEP AT CENTER OF SPAN. BOLTS SHALL HAVE 7 DIAMETER MINIMUM END DISTANCE AND 4 DIAMETER MINIMUM EDGE DISTANCE. ALL BOLTS SHALL BE FITTED WITH WASHERS. HOLES IN WOOD SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE BOLT, STEEL FRAMING CONNECTORS SHALL BE MANUFACTURED BY THE SIMPSON APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. CONNECTORS GALVANIZED. STRONG-TIE COMPANY UNLESS ALTERNATE CONNECTORS HAVE BEEN SUBJECTED TO CONDITIONS OF EXCESSIVE MOISTURE SHALL BE HOT-DIPPED PROJECT NAME: WALL RESIDENCE PROJECT NUMBER: 992067-2 11. F c c 12. P. I I i 13. n 14. F r r r r r r r r i t r PAGE:S4 GLUE LAM BEAMS SHALL BE DOUGLAS FIR/LARCH COMBINATION 24FV8 INDUSTRIAL APPEARANCE UNLESS NOTED, MANUFACTURED IN ACCORDANCE WITH LATEST EDITION OF THE A.I.T.C. SPECIFICATIONS MANUAL. 4 AN A.I.T.C. CERTIFICATE OF COMPLIANCE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ERECTION OF GLUE LAM BEAMS. SUBMIT COPIES OF THE CERTIFICATE WITH ATTACHMENTS TO THE DESIGNERENGINEER. NAILING AT TOP AND BOTTOM PLATES, STUDS, AND BLOCKING SHALL BE PER TABLES 25M1, M2, N1, N2, 0, P, V AND 471 OF THE 91' U.B.C., UNLESS NOTED OTHERWISE ON PLANS. PRE-ENGINEERED ROOF AND FLOOR TRUSSES SHALL COMPLY WITH THE DESIGN REQUIREMENT OF THE 91 U.B.C., AND THE DESIGN LOAD REQUIREMENTS AS SET IN THE ENGINEERING CALCULATIONS. A COPY OF THE PROJECT DESIGN LOADS SHALL BE FURNISHED Y THE DESIGNERENGINEER TO THE TRUSS MANUFACTURER WHEN THE TRUSS ORDER IS PLACED. Prqect Name: Building P srmjt Plan Cheek Number: Project Address: A4P.N. : Project Applicant (Owner(s) Neme(s)) Project Descriptian: Building lype: Residentia; Serxlnd Dwelling Unit: Res. Additions: Cornerc.i ind.: City Certification of Number of New Dwetling Units Square Feet of Living Area in hew DIdIing Square Feet of Living Area iq SOU Met Square Fe~t New Area 5 L-JJ l2f Square Feet FIQW Area - u.....-- . .,Y_ ."e n DATE PHONE NUMBER I City of Carlsbad 01 /26/2000 Plan Check Revision Permit No:PCR00008 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR 1820 BlENVENlDA CR CBAD 8471 OIJ%/OO 0001 01 02 C-PRHT 109.00 Status: ISSUED Parcel No: 2072505100 Lot #: 0 Applied: 01/13/2000 Valuation: $0.00 Construction Type: NEW Entered By: JM Reference #: CB992756 Plan Approved: 01/26/2000 Issued: 01/26/2000 Project Title: SHEARWALL REVISION Inspect Area: FINAL APPROVAL Inspector: Date: C I ea ra nce : NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these feedexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexactiins DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or setvice fees in connection with this project. NOR D-0ES IT APPLY to any feeslexactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION FOR OFFICE USE ONLY PLAN CHECK NO. I CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr.. Carlsbad CA 92009 _. ~ ~ (760) 438-1 161 EST. VAL. Date Total X of units Legal Oesaiption Lot No. Subdivision Name/Number Unit No. Phase No. Assessor's Parcel # Existing use Propoaed Use Description of Work #of Stories ., X of Bedrooms X of Bathrooms Name (Sec. 7031.5 Business and Prof&onn Code: Any Ci or County which r.qutms a permit to conmct, elter, improve, demolish or repair any structure, prior to Its issuance, also requires the applicant for such permtt to file a signed statement that he is Lmad pursuant to the provisions of the Contractor's License Law [Chapter 9, commendtng with Seaon 7000 of Divkuon 3 of the Business and Profawions 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 e civil penakv of not more than five hundred dollars IL5001) Name Address citv StatOiZip Telephone I State License X Licanse Class City Business License 1 Designer Name Address citv StateKip Telephone State Licensa X Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarattons: 0 of the work for which this permit is issued. 0 issued. My worker'a compensation insurance caniar and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 181001 OR LESS) 0 CERTIFICATE OF EXEMPTION I certify that m the pertormance of the work for which this penit ie Issued, I shall not amploy any person in any manner so as to become subject to the Workers' Compensation laws of California. WARNING: Fallum to mecum walcm' wmprnutbn coveraga b unlawful. urd shall wbi.ct an emplover to crimlnal pondtias and dvll fin^ up to one hundmd thousand dollars ~~100.000). In additkn to tha cost of cornpenration. dam u providad tor in Section 3706 ot tha Labor code, Intarart and attorney's hs. ~~~ I have and will maintain a mtificete of consent to selfinsure for workers' compensetion as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensatton, 88 required by Section 3700 of the Labor Code, for the performance of the work for which this permit IS I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with weges as their sole campansation, will do the work and the structure is not intended or offered for sals (Sec. 7044, Business and Profession8 Code: The Contractor's Licenae Law dws not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one yair 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 projact (Sa 7044, Business end Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with conttactorls) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. I am exempt under Section I peraonally plan to provide the major labor and materials for consmaion of the proposad property improvement. 0 YES ON0 I (have I have not) signed an epplication for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contracton license number): Business and Professions Code lor this raason: 4. number I contractors license number): 5. of work): I plan to provide portions of the work, but 1 hove hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide aome of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone number I type PROPERTY OWNER SIGNATURE DATE Is tha applicant or future bullding 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 Proslay-Tanner Hazardous Subaance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the eir pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1.000 feet of the outer boundary of 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. I hereby affirm that there is a construction lending agency for the parformance of the work for which this permit is issued (Sec. 3097(i) Civil Code). I certify that I have rand the applicstlon and state that the above information is cmect and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citp. of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CflY IN CONSE(ILIENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and damolition or construction of structuras over 3 stories in height. EXPIRATION: EVOW permit issued by the Building Official under the provisions of this Code ahall expire by limitation and become null and void If the building or work authorized by such permit is not commenced within 365 days from the date at such permit or if the building or work authorized by such permit IS suspended or abandoned at any time after e ork is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). $ APPLICANT'S SIGNATURE DATE /// 3/ O.9 WHITE: File YELLOW: Applicant PINK: Finance SPECIAL INSPECTION REOUIRED PLACEMENT OF ALL ANCHOR BOLTS FOR HOLDOWNS SHALL BE WITH SIMPSON SET EPOXY THE COMPLETE INSTALLATION OF ALL RODS SHALL BE IN STRICT TIE RECOMMENDATIONS EMBEDMENT DEPTH SHALL BE IN ACCORDANCE WITH THE FOLLOWING CHART POST CALLOUTS ARE MINIMUM REWIRED, SEE PLAN FOR EACH SPEClFlC APPLICATION CONFORMANCE WITH ICBO REPORT NO. ER-5279 AND SIMPSON STRONG FLAT SLAB APPLICATIONS (NOTES 2 8 31 F ~ ~~ H/D CALLOUT HD2A HTTI6 PH02 HD5A PHD5 HTT22 HDSA ~ ~ ~ ~ ___ ALL EPOXY POST ALLOW. MIN. i I I THREAD EMBED. SIZE LOAD EDGE D I ST. 5/8" 5 " 2-2x 2775 I -3/4"x3- 1/2" 5/8" 5 *' 2-2x 3480 I -3/4"x5- 1/2" 5/8" 5 " 2-2x 3610 I -3/4"x5- 1/2" 5/8" 5 2-2x 3 705 I -3/4"~6" 5/8" 5 " 2-2x 4452 * I -3/4"x7- 1/2" 5/8" 5 " 2-2x 4452 * I -3/4"x7- 1/2" 3/4" 6 '' 4x 40/0 1 -3/4"x5- 1/2" ROD DIA. "d" oxb I HD6A I 7/8" I 7" I 4x 1 5105 1 1-3/4"x6" PHD6 PHD8 HD8A HD I OA 7/8 '* 7 " 2-2x 5860 I - 3/4"x8" 7/8" 7- 3/4 *' 2 - 2x 6 730 I - 3/4"x8" 7/8" 7-3/4" 4x 7460 I -3/4"x IO" 7/8" 7-3/4" 4x 81 72* I -3/4"~ I1 -5/8" 1. NOTIFY EDG IF MINIMUM EDGE DISTANCES CANNOT BE OBTAINED. 2. ALL EDGE DISTANCES ARE FOR FLAT SLAB APPLICATIONS. 3. AT ALL STEMWALL APPLICATIONS, INCREASE EMBEDMENT DEPTH TO 10" FOR 5/8" AND 3/4" DIA. RODS AND 15" FOR 7/8" DIA. RODS. * NOTE: THESE VALUES ARE LESS THAN HARDWARE ALLOWABLE. NOTE 3 L 1 r t 810 W. Los Vallecitos, Ste A San Marcos CA.92069 (760)’752-7010*Fax (760) 752-7092 PROJECT: WALL RESIDENCE PROJECT ADDRESS: 1820 BIENVENIDA CIRCLE CARLSBAD, CA 92008 DATE: July 1, 1999 (Revised 8/23/99) JOB No: 992067-2 . TABLE OF CONTENTS ITEM SHEET # STRUCTURAL DESIGN DATA G1 STRUCTURAL DESIGN LOADS G2-G3 VERTICAL DESIGN V 1 -V4 LATERAL DESIGN (Revised on 8/23/99) L 1 -L4 FOUNDATION DESIGN F1 SPECIFICATIONS S 1 -S4 i P Vice Presidenv i c r ROLLED SHAPES BOLTS WELDS r c c A36 A307 E70XX, PER AWS D1.1 SPECIFICATIONS c FOUNDATION (FRAME) REBAR #5 or LESS c P F,’ = 3,000 PSI F, = 40 KSI c c ~ ~ ~~ ~~ ~ ~~ ~ ~ BOARD D.F. #1 DIMENSION 2X D.F. #1 F, = 95PSI DIMENSION 4X D.F. #1 F, = 95 PSI c ~ ~~~ ~~~ ~ ~~ Fb=loOo E=1.7X106 Fb=looo E=1.7X106 P c c DIMENSION 6X TIMBERS PROJECT: WALL RESIDENCE JOB No: 992067-2 SHEET: GI ~ ~ D.F. #1 F, = 85 PSI F,=1350 E=1.6X106 D.F. #1 CODE: SEISMIC ZONE: WIND EXPOSURE: SOIL DATA: GLU-LAMS STRUCTURAL DESIGN DATA SHEET ~~ E=1.7X1 O6 24FV4DFDF F,=165 PSI Fb=2400 1994 UNIFORM BUILDING CODE 4 C, 70 MPH WIND SPEED TABLE 18-I-A OF THE 1994 U.B.C. BLOCK GROUT F, = 1500 PSI F, = 2000 PSI II CONCRETE II FOUNDATION (STD) I F,’ = 2,000 PSI II 11 REBAR#6orLARGER I F, = 60 KSI It LUMBER HARDWARE I SIMPSON I PLYWOOD I CD~~CC I STRUCTI~~II I I P 1 I MORTAR F, = 1800 PSI PROJECT: WALL RESIDENCE SHEET: G2 JOB No: 992067-2 ROOFING PLYWOOD P P ASPHALT SHINGLES 2.0 %" or 518" 1.5 c FRAMING INSULATION MECH & ELECT. CEILING MISC. DEAD LOAD LIVE LOAD TOTAL r LIGHT WEIGHT WOOD 2.5 R38 or LESS 2.0 STANDARD 0.5 GYPSUM 4.5 STANDARD 1.5 14.5 16.0 120.0 DEAD + LIVE 30.5 134.5 SLOPED ROOF / FLAT ROOF c FLOORING PLYWOOD c CARPET/PAD 1.5 3/4" 2.5 r P FRAMING PARTITION c- ~ ~ LIGHT WEIGHT WOOD 3 .O 2.5 STRUCTURAL DESIGN LOADS MECH & ELECT. CEILING STANDARD 0.5 GYPSUM 3.5 MISC. DEAD LOAD ~ STANDARD 1.5 15.0 LIVE LOAD TOTAL RESIDENTIAL I DECK 40.0 / 60.0 DEAD + LIVE 55.0 175.0 T c f EXTERIOR INTERIOR FRAMING INSULATION r 7/8 INCH STUCCO 8.0 5/8" GYPSUM 4.5 2x STUDS 2.0 R 11 1.5 PROJECT: JOB No: SHEET: c c !- r r r SOLANA BEACH PRESBYTERIAN CHURCH G3 r r r r r f I r P r Office (61 9) 752-701 0 FAX (619) 752-7092 ............ ." ............. .. ........ .. -. *... ........... ....... ENGINEERING Job Name bA1L g&’l9I?-!kE JobAddress 18- @rWVGII-J\nA G~UL-G, -K-L~,BPC, 810 W. Los Valleatos, Ste A Job No. 9Y zu7 - 2 Sheet No. dL - Office (619) 752-7010 BY W’4E - Date Ca-22-34 - San Marcos CA 092069 FAX (61 9) 752-7092 ..... .......... .... - .. - . ........ ................... ........... ~ ............ .I ... .................... .~. ..... Off ice FAX (61Y) 152-7092 (619) 752-7010 . . - . -- - - - - - Job Job Job BY . ... . . . . .. . ,. . . . . . . . . .. ... Job Name Job Address Job No. By - ___ __ . . .... ............ .... ................. ..................... .... ..... -.. -. .... ......... .. . . ... ... ..... ..-....... ............ ... ............ j. ........ ._ ................... * ............... ......................... ...................... ................. .............. . ......... ..... ..... .- j \. ::. : : :':: :..':':::...:.: : : : .: .. j. * ...-........ .........-. .._." ir - ... .... .. ........ I ...................... .......................... ..... 1. - ....... 1 ~ a I I I ......................................................................................... &.].. (.' , .eq .<).. ....... -.. .............. - ..... .... __ ......... 1-2 .=. Q c+.: ................... .- ................................. ~ ...................... ................. ....................... ........ .................... -.. ............. -.- ................. .. . .......... ........... ..... ..... ......................... ........ ...... * 9 /. I ci 0 I iP r;..uv .- - - ................. ....... ........ I ........................ ....... ............... ............ ....... '. ~ ............................... ....................... ..... ....... I i..~. - -. .: I ... ....... .. .. ....... .. ..... ..... ... ... ........ ...... ....... ... . 3 1% ! ~ ...I *..- ; ; ~. i : -. .. .. t ......... * .......................................................... _.... ......................... *.. ....................... i..... I - ...... ..... .- - i : .... .................. ..... ....... ......... ......._. .................. ~ I ...................................................................... .*. ......... : ........ I ......................... - ..i i .....*.. ; * ; ...................... ; ............._..... *.- ...................... . .. .......... .............. .. .. ........ ................................................ .. ............ ............. .... ...... ....., .-..; > i :.. .. .. .................. ........................ .... ........... ............................. .; .......-..... " .. , :.: .. ..* 810 W. Los Vallecitos, Ste A San Marcos CA 092069 Office (619) 752-7010 FAX (61 9) 752-7092 PROJECT: JOBNo: SHEET: ~4 I MARK I J K L p Q R i TABLE I MATERIAL EDGE INTERMEDIATE SHEAR PLF SHEAR A.B. *'ncrea~ TRANSFER SPACING studsare 16.0.~. aponecrus d4rtmmmmlCrOU NAIL, SILL (Note 6) NAILING NAILING STUDS STUDS@ appRsdrnullmg NAILING Q 24" 16" OR < stud¶ 318 PLY 8d Q 6" 8d Q 6" 8d Q 12" 230 16d Q 6" O.C. 518 DIA Q STR I O.C. O.C. O.C. 280' A35 Q 24 O.C. 32" O.C. 318 PLY 8d Q 4" 8d Q 6" 8d Q 12" 360 16d Q 4" O.C. 518 DIA Q STR I O.C. O.C. O.C. 430' A35 Q 12 O.C. 24" O.C. Note 3 2x sill Note 3 Note 7 318 PLY 8dQ3" 8dQ6" 8dQ12" 460 16d Q3" 518 DIA @ STR I O.C. O.C. O.C. 550 ' A35 Q 10" 16" O.C. Note 3 Note 7 318 PLY 8d Q 2" 8d Q 6" 8d Q 12" 61 0 16d Q2" 518 DIA Q STR I O.C. O.C. O.C. 730' A35 Q 8" 24" O.C. Note 1 Note 4, Note 5 Note 7 %PLYSTR 10dQ3" 8dQ6" 8dQ 12" 665 16d @ 2" 518 DIA Q I O.C. O.C. O.C. A35Q6" 24" O.C. Note 1 Note 4, Note 5 Note 7 XPLYSTR 10dQ2" M@6" 8d@12" 870 16d Q 1.5" 510 DIA Q I O.C. O.C. O.C. A35 Q 4" 16" O.C. STUCCO Note 10 Note 10 Note 10 90 16d Q 8" 5i8 DIA Q Note 1 Note 4, Note 5 Note7 Note 9 Note 2 48- O.C. SHEAR WALL SCHEDULE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. EDGE AND BOUNDARY NAILING ARE REQUIRED TO BE IN MINIMUM 3" SILL. BLK AND TOE NAILING. SHEAR TRANSFER BLK 2 x 4 MINIMUM. POST. STAGGER NAILS OR PRE-DRILL TO PREVENT SPLITTING. PRE-DRILL NAIL HOLES. SEE SHEAR TRANSFER DETAILS. ALL ANCHOR BOLTS MINIMUM 10" IN LENGTH. 3X SILL PLATES. BEARING BASED ON A #2 D.F. SILL PLATE, REDUCE SPACING 20% FOR HEM-FIR PLATES. I.C.B.O. APPROVED POWDER-ACTUATED FASTENERS. EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER. NO. 1 1 GAUGE, 1.5" LONG 7/16" HEAD AT 6" O.C. OR N0.16 GAUGE, STABLES 718" LEGS AT 6" O.C. APPLIES TO NAILING AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. PROJECT NAME: WALL RESIDENCE PROJECT NUMBER: 992067-2 PAGE:S 1 r c r r c r r r c GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK, AND NOTIFY THE DESIGNERENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND. 2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND THE TYPICAL DETAILS ON THIS SHEET IN CASE OF CONFLICT. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. THE DESIGN IS BASED ON THE 1994 UNIFORM BUILDING CODE AND THE LOCAL BUILDING CODE. 5. NEITHER THE OWNER NOR THE DESIGNERENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. FOUNDATION 1. FOUNDATION DESIGN WAS PERFORMED IN ACCORDANCE WITH TABLE 18-I-A OF THE 1994 U.B.C. THE ALLOWABLE SOILS BEARING PRESSURE IS 1000 PSF. 2. IF THE BUILDING INSPECTOR SUSPECTS EXPANSIVE SOILS BASED ON OBSERVATION OF THE FOUNDATION EXCAVATION, HE/SHE MAY REQUIRE CHAPTER 6, DIV. 7, TITLE 8 OF THE SAN DIEGO COUNTY CODE AND RESUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE SOIL ENGINEER'S RECOMMENDATIONS HAVE BEEN INCORPORATED. SOIL EXPANSION INDEX TESTS IN ACCORDANCE WITH U.B.C. STD 29-2 OR 3. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WITH AMINIMUM SLOPE OF 2% FOR AT LEAST 5'-0" UNLESS NOTED OTHERWISE. r PROJECT NAME: WALL RESIDENCE PROJECT NUMBER: 992067-2 PAGE:S2 4. HOLDOWNS SHALL BE TIED IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION. 5. PROVIDE MINIMUM FOUNDATION PER TABLE 29A OF THE 94' U.B.C. FOR STUD BEARZNG WALLS, U.N.O. CONCRETE 1. 2. 3. 4. 5. 6. 7. 8. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 2,000 PSI, WITH THE EXCEPTION OF FOOTINGS SUPPORTING MOMENT RESISTING STEEL FRAMES WHICH SHALL HAVE COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 60 FOR #6 AND LARGER, OTHERWISE GRADE 40. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, WALLS, OR SLABS UNLESS SPECIFICALLY DETAILED. REINFORCING DETAILING SHALL CONFORM TO THE ACI 318-89 AND THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", LATEST EDITION. REINFORCING, ANCHORBOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACING CONCRETE. WALLS AND COLUMNS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING. SPLICE CONTINUOUS REINFORMING WITH 30 DIAMETER OF 2'-0' MINIMUM LAP. TYPICAL CONCRETE COVERAGE OF REINFORCING: 0 0 0 CONCRETE CAST AGAINST EARTH 3" EXPOSED TO EARTH OR WEATHER: LARGER THAN #5 2" #5 AND SMALLER 1 1/2" UNEXPOSED - COLUMNS, BEAMS, AND GIRDERS 1 1/2" 0 SLABS AND JOISTS 3/4" 0 r c PROJECT NAME: WALL RESIDENCE PROJECT NUMBER: 992067-2 PAGE:S3 r i c c c r P c t r I- C 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ALL FRAMING LUMBER SHALL BE DOUGLAS FWLARCH AND SHALL BE GRADE MARKED AS FOLLOWS: 0 STUDS AND LIGHT FRAMING “CONSTRUCTION” OR “STUD” POSTS, BEAMS, AND PLANKS” NO. 1 2 X 4 STUDS OVER lo’ HIGH “NO. 1 ‘I JOIST AND RAFTERS “NO. 2” 0 0 ALL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO PS-1-83 WITH EXTERIOR GLUE EXCEPT WHERE PERMANENTLY EXPOSED USE EXTERIOR GRADE. SILL PLATES ON CONCRETE SHALL BE DOUGLAS FIR, PRESSURE TREATED WITH 1/2” X 10” ANCHOR BOLTS AT 6’-0” MAXIMUM. TOP PLATES OF ALL STUD WALLS SHALL BE DOUBLED, SAME SIZE AS STUDS. EACH SIDE. LAP PLATES 4-0” MINIMUM WITH AT LEAST 6- 16D NAILS + 12” MAXIMUM O.C. SOLID BLOCK STUDS AT 10’-0” VERTICAL INTERVALS. PLACE 2X SOLID BLOCKING BETWEEN ALL ROOF JOISTS AND RAFTERS AT SUPPORTS. CROSS BRIDGE OR SOLID BLOCKBETWEENROOF JOISTS AND RAFTERS OVER 10 INCHES DEEP AT CENTER OF SPAN. BOLTS SHALL HAVE 7 DIAMETERMINIMUM END DISTANCE AND 4 DIAMETER MINIMUM EDGE DISTANCE. ALL BOLTS SHALL BE FITTED WITH WASHERS. HOLES IN WOOD SHALL BE BORED WITH A BIT 1/32” TO 1/16” LARGER THAN THE BOLT. STEEL FRAMING CONNECTORS SHALL BE MANUFACTURED BY THE SIMPSON APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. CONNECTORS GALVANIZED. STRONG-TIE COMPANY UNLESS ALTERNATE CONNECTORS HAVE BEEN SUBJECTED TO CONDITIONS OF EXCESSIVE MOISTURE SHALLBE HOT-DIPPED P P L P r PROJECT NAME: WALL RESIDENCE PROJECT NUMBER: 992067-2 PAGE:S4 11. 12. 13. 14. GLUE LAM BEAMS SHALL BE DOUGLAS FIWLARCH COMBINATION 24FV8 INDUSTRIAL APPEARANCE UNLESS NOTED, MANUFACTURED IN ACCORDANCE WITH LATEST EDITION OF THE A.I.T.C. SPECIFICATIONS MANUAL. AN A.I.T.C. CERTIFICATE OF COMPLIANCE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ERECTION OF GLUE LAM BEAMS. SUBMIT COPIES OF THE CERTIFICATE WITH ATTACHMENTS TO THE DESIGNElUENGINEER. NAILING AT TOP AND BOTTOM PLATES, STUDS, AND BLOCKING SHALL BE PER TABLES 25M1, M2, N1, N2, 0, P, V AND 471 OF THE 91' U.B.C., UNLESS NOTED OTHERWISE ON PLANS. PRE-ENGINEERED ROOF AND FLOOR TRUSSES SHALL COMPLY WITH THE DESIGN REQUIREMENT OF THE 91 U.B.C., AND THE DESIGN LOAD REQUIREMENTS AS SET IN THE ENGINEERING CALCULATIONS. A COPY OF THE PROJECT DESIGN LOADS SHALL BE FURNISHED Y THE DESIGNERAZNGINEER TO THE TRUSS MANUFACTURER WHEN THE TRUSS ORDER IS PLACED. p r f r r P f Office (619) 752-7010 FAX (61 9) 752-7092