Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2543 LEVANTE ST; ; CB973412; Permit
e- ti-flO BUILDING PERMIT 04/13/98 11:34 Page 1 o 1 Job Address: 2543 LEVANTE ST Suite: Permit Type: SINGLE FAMILY DWLNG - DETACHED Parcel No: 216-180-43-00 Lot#: Valuation: 234,728 Occupancy Group: Ref erence#: Description: SFD 2826 SF, GARAGE 650 SF NEW SINGLE FAMILY DWELLING Permit No: C8973412 Project No: A9704411 Development No: Construction Type: NEW 5933 04/t:c1 QtS S1D AppliL1/07/00 Apr/Issue: 12/17/97 Entered By: JM AppltOwnr : ATEFI MARK 619 350-9337 4140 PORTILLO PLACE SAN DIEGO, CA 92130 *** Fees Required *** -Collected & Credits -- -- - -- --- Fees: 6,825. 0 J o Adlustments: :00 I Cr?ait: .00 Total Fees: 682.00 6795.00 Bar 30.00 Fee description / -'\. / 1nits' Pe/1Jni't Ext fee Data I / . / \ - Number of Bedrooms . 5\ 5.00 Number of Bathrooms. . \ \ / 3.00 Building Permit n r-1 1112.00 Plan Check A \ / I 723.00 Strong Motion Fee I .. 23.00 / 395.00 \ITIF CFD Fu, / / f 445.00 or manually enter Bidq 'et ,7>. 'r30.,00 / / 530.00 Enter LFM Fee (Zones=6,11,12)" ' > •...10.00 / / 310.00 Other ''" . >à.OLY' '"' / 60.00 REINSP FEE Enter IyH for Plumbing'I e -'\\\ç ,/ 20,00 Y Each Plumbing Fixture or XT .11 .-L6'\') 7'.00 112.00 Each Building Sewer ' .5.00 15.00 Each Install/Repair Water Lfh Each Water Heater and/or Vent Gas Piping System Each Vacuum Breaker Y Single Phase Per AMP > 150 .25 Enter Y' for Mechanical Issue Fee> Install Furn/Ducts/Heat Pumps > 1 9.00 Each Install Fireplace > 1 6.50 Each Exhaust Fan > 4 6.50 Each Install/Beloc Vent > 2 4.50 PLDAD . > .19 Construct Housing(Y/N)? > Enter Impact Fee > 2925 FINS j.. I..- INAL,PROVAL . DATE CITY OF €ARLSBAD - 2075 Las Palmas Dr., Car1sbtdQIEARA1GE1 ii - > > Enter fl y' for Electric Issue Fee > 1 2 7.00 7.00 7.00 7.00 7.00 7.00 7.00 14.00 10.00 37.50 15.00 9.00 6. 50 26.00 9.00 6. 00 2925.00 Y L Y mw~ 15(o ~ lowwiv PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 • FOR OFFICE USE ONLY PLAN CHECK NO._773'(z,- -Z'1'-Y7_L9 EST. VAL. Plan Ck. Deposit Valid Date 723-00 <-. ('c,r (S J a Address (include Bldg/Suite #) 1606 Business Name (at this address) Legal Description Lot Subdivision Name/Number Unit No Phase No. Total # of units - \O— 4 oQ Assessor's Parcel # Descriptio'rof Work / SQ. FT #of Stories # of Bedrooms # of Bathrooms 2 CONTACT PERSON (if different from applicant) ( Name Address City elephone # Fax # 3 APPLICANT Contractor Agent for Cant tor 6ner E Ageit for Owner Name Address City State/Zip Telephone # 4 PROPERTY OWNER A'\ i-,' 4/4o /7ort//a. Cñ 72/3o Name Addrp City State/Zip Telephone # 5 CONTRACTOR COMPANY NAME (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 [$5001). Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # 6. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one, of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. C] I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS l$100I OR LESS) I-] CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 7 OWNER BUILDER DECLARATION I hereby affirm that I am exempt from the Contractors License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale iSec. 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). o 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). 0 I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. X YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed Construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): ' PROPERTY OWNER SIGNATURE /1 - ' . DATE COMPLETE THIS SECTION FOR NON—REND—ENT/AL BUILDING PERMITS ONLY 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? 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. 8 CONSTRUCTION LENDING AGENCY 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__________________________________________________________ 9. APPLICANT CERTIFICATION . . 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 CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE 4 - 2Z_- . DATE WHITE: File YELLOW: Applicant PINK: Finance Existing Use Use CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB973412 FOR 08/27/98 DESCRIPTION: SFD 2826 SF, GARAGE 650 SF NEW SINGLE FAMILY DWELLING TYPE: SFD JOB ADDRESS: 2543 LEVANTE ST APPLICANT: ATEFI MARK PHONE: CONTRACTOR: PHONE: OWNER: REMARKS: R/MARK/619-250-9337 SPECIAL INSTRUCT: INSPECTOR AREA PS PLANCK# CB973412 0CC GRP CONSTR. TYPE NEW STE: LOT: 619 350-9337 PHONE: INSPECTOR TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS RW980169 ROW ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 081998 Final Combo CO PS 081198 Final Combo CO PS HOUSE LOCKED 072798 Gas/Test/Repairs AP PS 072398 Gas/Test/Repairs CO PS INFORMED OWNR RE WEED SCRED/D 052298 Interior Lath/Drywall AP PS 052098 Interior Lath/Drywall CO PS CREEN BOARD TUB UP 052098 Exterior Lath/Drywall AP PS 051898 Interior Lath/Drywall NR PD 8:30AM 051898 Exterior Lath/Drywall NR PD 050698 Insulation AP PS 050698 Rough Combo AP PS 050598 Frame/Steel/Bolting/Welding AP PS 050598 Insulation NR PS 050198 Rough Combo CO PS OK TO INSULATE 042798 Rough Combo CO PS MANY MANY CORR 041498 Frame/Steel/Bolting/Welding AP PS 041398 Shear Panels/HD's CO PS REINSP FEE DUE 040898 Shear Panels/HD's CO PS SEE NOTICE 040798 Shear Panels/HD's CO PS REINSP FEE DUE 040198 Shear Panels/HD's CO PS 033098 Shear Panels/HD's CO PS TO MANY TO LIST 032498 Shear Panels/HD's NR PS 032498 Roof/Reroof AP PS 022698 Const. Service/Agricultural AP PS TEMP ELEC 021398 Ftg/Foundation/Piers AP PS 021298 Ftg/Foundation/Piers AP PS FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE RLANNINc CMWD ST LITE PLAN CHECK#: CB973412 DATE: 08/11/98 PERNIT#: CB973412 PERMIT TYPE: SFD PROJECT NAME: SFD 2826 SF, GARAGE 650 SF NEW SINGLE FAMILY DWELLING ADDRESS: 2543 LEVANTE ST CONTACT PERSON/PHONE#: C/MARK/619/350-9337 SEWER DIST: LC WATER DIST: 0 INSPECTE~D,~ — BY: INSPECTED BY: INSPECTED BY: DATE NSPECTED: APPROVED DISAPPROVED DATE INSPECTED: APPROVED DISAPPROVED DATE INSPECTED: APPROVED DISAPPROVED COMMENTS: ( 'J'JS Testing Engineers - San Diego, Inc. Established 1946 3467 Kurtz Street, San Diego, CA 92110 T>5 I #A (01 ) '4-OU Job No: 06457900 Distributed To: Job Name: ATEPI RESIDENCE CITY OF CARLSBAD Address: 2543 LE VANTE ST BUILDING INSPECTION DEPT HBI CONSTRUCTION CARLSBAD, CA 00000 2075 LAS PALMAS DRIVE CITY OF CARLSBAD CARLSBAD, CA 92009 TESTING ENGINEERS Plan Number: Permit: 97-3412 Application: Report No: 1853752 Date: May 22, 1998 ENGINEER: DENNIS E. ZIMMERMAN RCE 26676, GE 928 EXPIRES 03/31/00 FIELD INSPECTION AND TEST REPORTS Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 4/29/98. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (619) 225-9641. Reports enclosed (1) M RN Testing Engineers - San Diego, Inc. 3467 KURTZ STREET Page 1 of SAN DIEGO, CALIFORNIA 92110 ORL1SCO I NSPECTION REPORT Project Name 4TP TESD Project # Lf Address L I cr. General / Subcontractor H E Building Permit# q731 Z DSA# Plan File # OSHPD # Government Contract # Other INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST oncrete Soil Conc.: Mix #/psi Plans Prestress Conc Base Conc.: Mix 41/psi ecifications - _ Masonry Subgrade Conc.: Mix #/psi Sizes Struct Steel Asphalt Concrete Rinf.: Rebar Slump Fireproofing Concrete Cylinders Rint.: W.W.F...__. Air Content Pile Driving Conc Flex Beams _______ Rint.: Tendons Temperature Non-Destructive Reinf. Steel Grout: Mix 41/psi Unit Weight Batch Plant Tendon (PT Strands) _______ Mortar: Type/psi Consolidation Soils Technician Mortar Samples _______ Units: Block Electrode Storage Mechanical Grout Samples _______ Units: Block Torque Applied Electrical Masonry Prisms "eel .' 11J/r'i Load (Pounds) Bolt Pull-Out Masonry Block H.S. Bolts Thickness Rooting Steel Metal Decking -,/i,/;n's c Waterproofing H.S. Bolts Electrodes DSA Fireproofing Fireproofing OSHPD Rooting —aiher 5ir - Corrective acfon required L- Specialty if /J.kcr Other jt ?Ct c Corrections completed Remarks 44 p wo -'" i2j/fAceod 08 ,1 n O7 / 7r IrJ7 z J, Rocv'r. 5(u- rCL) s77ftza Field Representativei/j CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the reported work, unless otherwise stated, is in conformance 'with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME CERT.NO. (Print Clearlyl INSPEbTOR'S SIGNATURE -, DATE__ • January 8, 1998 BARRY AND ASSOCIATES GEO TECHNICAL ENGINEERING P.O. Box 230348 Encinitas, CA 92023-0348 (760) 753-9940 Mr. Mark Atefi 4140 Portilla Place San Diego, California 92030 Subject: FOOTING INSPECTION Proposed two story single family residence Levante St. at Nueva Castilla Carlsbad, California References: 1. Preliminary Geotechnical Investigation Proposed Single Family Residence Levante Street at Nueva Castilla Carlsbad, California Prepared by Barry and Associates Dated: 11/3/97 Dear Mr. Atefi, In accordance with your request we have inspected the footing excavation for the proposed residence. The footing excavation was inspected on January 8, 1998. The bottom of the footing excavation was probed with a steel probe and determined to be adequate in bearing value for the structure. The depth and width of the footing excavation is in accordance with the approved plans and meet the minimum requirements of the Soils Report. The bottom of the footing excavation should be clear of loose debris prior to pouring concrete. If you have any questions please call us at (619) 753-9940. Sincerely, Barry an sociates Principal Engi er :Exp.3/3I98 Copy: Inspector City Of Carlsb EsGil Corporation Professional P[an Review Engineers DATE: December 10, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3412 PROJECT ADDRESS: 2543 Levante St. SET: II U APPLICANT D PLAN REVIEWER U FILE PROJECT NAME: Residence for Mark Atefi SFD 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 in the attached list are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. Liii The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. El • Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation LI GA LI CM [1 EJ [1 Pc 12/3 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 4 Fax(619)560-1576 Carlsbad 97-3412 II December 10, 1997 Show on plans the minimum tread to be 6 inches at any point and minimum 9 inches at a point 12 inches from were the treads are narrowest (sheet 3). Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents. Applicant shall provide a "Special Inspection Program" for Soils Compliance Prior to Foundation Inspection to the Building Official. EsGil Corporation Professiona[fP(an Review Engineers DATE: November 20, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 973412 PROJECT ADDRESS: 2543 Levante St. PROJECT NAME: Residence for Mark Atefi (IFNT REVIEWER U FILE SET:I El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Mark Atefi 4140 Portilla Place, San Diego, CA 92130 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By; Sergio Azuela Enclosures: Esgil Corporation LI GA [1 CM [1 EJ LI PC 11/10 trnsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 973412 November 20, 1997 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES JURISDICTION: Carlsbad PLAN CHECK NO.: 973412 PROJECT ADDRESS: 2543 Levante St. FLOOR AREA: Dwelling 2,826 SF Garage 650 SF REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/7/97 DATE INITIAL PLAN REVIEW COMPLETED: November 20, 1997 STORIES: 2 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/10 PLAN REVIEWER: Sergio Azuela FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation; noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95). 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, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r31orw.dot Carlsbad 973412 November 20, 1997 . PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Indicate on the Title Sheet of the plans the name of the legal owner and name of the person responsible for the preparation of the plans. Section 106.3.2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 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). When 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. . GENERAL RESIDENTIAL REQUIREMENTS 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. Please clearly specify on plans that windows at Bedroom 3 shall provide the minimum required of 20" openable width. Carlsbad 973412 November 20, 1997 7. Note that the discharge point for exhaust air will be at least 3 feet from any opening which allows air entry into occupied portions of the building. Section 1203.3. 8. Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1203.3. 9. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. Windows "Z" @ Master Bathroom. Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Window "E" @ Nook adjacent to door 11 at Family Room. EXITS, STAIRWAYS, AND RAILINGS 10. Provide details of winding stairway complying with Section 1006.4: Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. Minimum width is 36 inches. Clearly show dimensions on plans. . ROOFING 11. Show attic ventilation. 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. 12. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1505.3. . FOUNDATION REQUIREMENTS 13. Per soils report, note on the plan the soils classification and whether or not the soil is expansive. Section 1804.3. Carlsbad 973412 November 20, 1997 14. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 15. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents. FRAMING 16. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 17. Per UBC Section 2343.6, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: Identity of the company manufacturing the truss. The design load. The spacing of the trusses." . ENERGY CONSERVATION 18. The regulations require a properly completed and properly signed Form CF-IR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. Owner signature is missing. . CARLSBAD SPECIAL CODE REQUIREMENTS 19. New residential units must be pie-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). 20. 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). Carlsbad 973412 November 20, 1997 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). . MISCELLANEOUS On grid line "B" different types of shear walls were used to resist the lateral force on the first floor. Please clearly show that the shear walls type 10 are adequate to support the entire force at grid line "B" on the first floor or provide a relative stiffness analysis for the different types of walls to support different forces. 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 No U The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. Carlsbad 973412 November 20, 1997 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 architect/engineer 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. Enginee?sIkchSects Seat & Signature Here Signed 1. List of work requiring special inspection: El Soils Compliance Prior to Foundation Inspection LII Field Welding LII Structural Concrete Over 2500 PSI El High Strength Bolting LII Prestressed Concrete LI Expansion/Epoxy Anchors LII Structural Masonry [11 Sprayed-On Fireproofing El Designer Specified El Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: 3. Duties of the special inspectors for the work listed above: Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. Carlsbad 973412 November 20, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 973412 PREPARED BY: Sergio Azuela DATE: November 20, 1997 BUILDING ADDRESS: 2543 Levante St. Mark Atefi SFD BUILDING OCCUPANCY: R-3 & U-i TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA (ft.2) VALUATION MULTIPLIER VALUE ($) Dwelling 2,826 78.00 220,428 Garage 650 22.00 14,300 Air Conditioning Fire Sprinklers TOTAL VALUE 234,728 1991 UBC Building Permit Fee EJ Bldg. Permit Fee by ordinance: $ 1,112.00 1991 UBC Plan Check Fee Plan Check Fee by ordinance: $ 722.80 Type of Review: Z Complete Review LI Structural Only LI Hourly LI Repetitive Fee Applicable LI Other: Esgil Plan Review Fee: $ 578.24 Comments: Sheet I of I macvalue.doc 5196 City of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: J) -2L_(3 PLANCHECK NO.: BUILDING ADDRESS: 2 SLJ 3 Lev,de S+, PROJECT DESCRIPTION: ) ASSESSOR'S PARCEL NUMBER: -/$'D _14 3 ENGINEERING DEPARTMENT CB EST. VALUE: ,23L,, 72 g, 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 he attached report of deficiencies marked witIytJ Make necessary corrections to plans or specificns for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: C- Date: By: Date: By: Date: $taj ap5e sic FOR OFFICIAL USE ONLY ii EN1NEERLNG AUTHORIZATION TO ISSUE BUILDING PE By:/ //r Date: ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON Dedication Application Name: David Rick Dedication Checklist City of Carlsbad Improvement Application Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Improvement Checklist Phone: (619)438-1161, ext. 4324 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 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 \ASPALMAS\SYS\LIBRARENG\WORDoCS\CHxLSuiIdinp Plantheck Ckt BP0001 Fo,m DR doc Rev. 9/3/97 2075 Las Palmas Dr. • Carlsbad, CA 9200911576. (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN ;;f/2 ND/ 3R0/ Provide a fully dimensioned site plan drawn to scale. Show: 4. North Arrow /D. Property Lines fB Existing & Proposed Structures A. Easements ADNO S)4ov,,1 o,v , .'C. Existing Street Improvements ...1F,1 Right-of-Way Width & Adjacent Streets Driveway widths Show on site plan: A. )DrainagePatterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. xisting & Proposed Slopes and Topography Li' 3. Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. LI 4b. All conditions are in compliance. Date: \\ASPALMAS\SYS\LIBRARY\NG\WORD\DOCS\CHKLST\BUijing Plancheck Cklst BP0001 Fomi ORdoc Rev. 9/3/97 BUILDING PLANCHECK CHECKLIST 2NDI 3RD/ DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $______________ 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 /2" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS Li LI 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: LI LI 6b. Construction of the public improvements maybe deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_________________ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: k\LASPALMAS\.SYSIIBRARY\ENG\WORDXDOCS\CHKLST\Building Plancfleck Cklst BP0001 Form DR.doc Rev. 9/3/87 LII ii BUILDING PLANCHECK CHECKLIST stl 2ndl 3rdl Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: No Public Improvements required. SPECIAL NOTE: Damaged or , defective improvements found adiacent to building site must be repaired to the satisfaction. of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. d' Li 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). Write "No Grading" on plot plan if none is required. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: LI LI LI 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) LI LI LI 7d. No Grading Permit required. LI LI LI 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS LI LI 8. ARIGHT-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: WLASPALMAS\SYS\LIBRARYENG\WORD\DOCS\CHKLST\Buikiing Piancheck cklst BP0001 Form DR.doc Rev. 9/3/97 BUILDING PLANCHECK CHECKLIST sit 2nd1 3rd/ 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. U C3 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. Industrial Waste permit accepted by: Date: 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 occurfist. (iequired fees are attached L No fees required Additional Comments: \ASPALMAS\YS\LIBRARVENG\WORO\DOCSCHKLST\2UjdI,,g Plancheck Cklst BP0001 Form DR.doc Rev. 9/3/97 =$ - eqo =$ .5_3D =$ 3l3 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: 2ft#3 L..eJA.-)-e 5t Bldg. Permit No. Prepared by: Date: ____ Checked by:_ EDU CALCULATIONS: List types and square footages for all uses. Types of Use: ,' Sq. Ft./Units:________________ q7!y-I!a Date: EDU's: I ADT CALCULATIONS: List types and square footages for all uses. Types of Use: / Sq. Ft./Units: ADT's: FEES REQUIRED: /YES PUBLIC FACILITIES FEE REQUIRED: 0 NO (See Building Department for ar,nt) WITHIN CFD: 0 YES (no bridge & thoroughfare fee, reduced Traffic Impact Fee) NO PARK-IN-LIEU FEE PARK AREA: FEE/UNIT:_____________ X NO. UNITS: TRAFFIC IMPACT FEE /3. ADT's/UNITS: BRIDGE AND THOROUGHFARE FEE X FEE/ADT: Q4 ACILITI ADT's/ NIT ) I X FEE/ADT:530 ES MANAGEMENT FEE ZONE:________ X FEE/SQ.FT./UNIT: 3 10 *15. SEWER FEE PERMIT No. ___________ EDU's: X FEE/EDU:________ BENEFIT AREA: DRAINAGE BASIN:_______ EDU's: X FEE/EDU:________ =$ DRAINAGE FEES PLDA _: HIGH /LOW______ ACRES: X FEE/AC:_______ SEWER LATERAL (2,500) =$ LexJ'- er'r r:b;51.. TOTALOFABOVEFEES*: $ /_- * NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:\DOCS\MISFORMS\BP0002.FRM REV 01/22/97 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Checp.B , Planner APN: Address Y13 Ct/Ail( 3 41 Phone (619) 438-1161, extension ) t Type of Project and Use: 5~7 Project Density: - Zoning:______ _General Plan: Facilities Management Zone: CFD In #Date of participation: Remaining net dev acres:_____ CircIt9te (For non-residential development: Type of land used created by thispermit:_______________________________________________ Legend: Item Complete Item Incomplete - Needs your action Environmental, Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: flF7 fi Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:___________________________________________________ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO')I CA Coastal Commission Authority? YES NO____ \\ If California Coastal Commission Authority: Contact them at/ 3111 Camino Del Rio North, Suite J \ 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO____ If NO, complete Coastal Permit Determination Form now.. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required: YES NO 7 (Effective date of- nclusionary Housing Ordin -May 21, 993.) Data Entry, Completed? YES NO (Enter CB #; UACT; NEXT1 2; Construct )using Y/N; Enter Fee Amount (See fee schedule f o r a m o u n t ) ; R e t u r n ) Site Plan: Provide a fully dimensional site plan drawn to scale. Show: North arrow, IY /'si property lines, easements, existing and proposed structures, streets, existing street im roveme right-of-way width, dimensional setbacks andisting topographical lines. L E E 2. Provide legal description of property and assessor's parcel number. Zoning: E J. 1. Setbacks: Front: . Required 0-0 Shown c k7 Interior Side: Required 'i i Shown '7' Street Side: Required Shown Rear: Required Shown Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown r ' Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown Lot Coverage: Required Shown 3 F fl 4. Height: Required Shown 5. Parking: Spaces Required 7- Guest Spaces Required Additional Commentsjf I Q 7'pjQc'c Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ~ / ATE //d7tL ErgyAna1ys 1 STRUCTURAL CALCULATIONS Iw. DATE NOVEMBER 3, 1997 I PROJECT ATEFI RESIDENCE LEVANTE ST I CARLSBAD, CA 1 OWNER MARK ATEFI 4140 PORTILLA PLACE SAN DIEGO, CA 92130 JOB NO 95177C NOTE THESE CALCULATIONS ARE INVALIV UNLESS BEARING A W1T STAMP & SIGNATURE I I ur I -P1 EiV, ELA : -iii bi S. ego, CAomia 92121 619.535. 9111 phone 1989 6f0.535. ax (1vL nit L: LOVELACE .ioe / I ENGINEERING ________________ 159_ TItle 24 SHEET NO. l OF Structural Design and __ i DATE 6496 Weathers Place • Suite 200 CALCULATED BY _______________________ San Diego. California 92121 619.535.9111 ne 619.535.1989 Fx CHECKED BY ________________________ DATE SCALE TABLE OF CONTENTS SUBJECT SHEET DESIGNCRITERIA ......................................................................................................................................1 LOADS ........................................................................................................................................................... VERTICAL ANALYSIS/DESIGN ..................................................................................................................* - (a FOUNDATIONS/RETAINING WALLS .........................................................................................................1— LATERAL ANALYSIS/DESIGN ....................................................................................................................— scl DETAILS ..........................................................................................................................................................z- — PDuCT7l;,cna, i' L LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysts i 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Than. 619.535.1989 Fax ,JOB 5rr&. SHEET NO. 2. OF CALCULATED BY DATE CHECKED BY _______________________________ DATE SCALE DESIGN CRITERIA GOVERNING CODE: UBC 1994 CONCRETE: F'= 2000 PSI, NO SPECIAL INSPECTION REQ'D. (U.N.O.) MASONRY: ASTM C90, F'mI500 PSI, NO SPECIAL INSPECTION REQ'D (U.N.O.) MORTAR: ASTM C270, F'=1800 PSI, TYPE S GROUT: ASTM C476, F'=2000 PSI REINFORCING STEEL: ASTM A615, F =40 KSI FOR #3 AND SMALLER ASTM A615, Y= 60 KSI FOR #4 AND LARGER (U.N.O.) STRUCTURAL STEEL: ASTM A36, F= 36 KSI (STRUCTURAL SHAPES & PLATES) ASTM A500, GRADE B, F=46 KSI (STRUCTURAL TUBING) ASTM A53, GRADE B, F= 35 KSI (STRUCTURAL PIPE) WELDING: E70 SERIES-TYP., E90 SERIES FOR A615 GRADE 60 REINFORCING BARS SHOP WELDING TO BE DONE IN AN APPROVED FABRICATOR'S SHOP FIELD WELDING TO HAVE CONTINUOUS SPECIAL INSPECTION SAWN LUMBER: DOUGLAS FIR LARCH, ALLOWABLE UNIT STRESSES AS PER UBC, CHAPTER 23 GLULAMS: DOUGLAS FIR OR DOUGLAS FIR/HEM 24F-V4 FOR SIMPLE SPAN CONDITION 24F-V8 FOR CANTILEVER CONDITION SOIL: ALLOWABLE BEARING PRESSURE io-o PSF ACTIVE SOIL PRESSURE =_____ PCF ACTIVE SOIL PRESSURE(RESTRAINED) =PCF PASSIVE SOIL PRESSURE = PCF SOIL DENSITY =PCF COEFFICIENT OF FRICTION = I. EXISTING NATURAL SOIL PER UBC TABLE 18-I-A SOIL CLASSIFICATION SOILS REPORT BY DATED L LOVELACE ENGINEERING Structural Design and Title 24 Enugy Analysis ] 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 phone 619.535.1989 Fax JOB SHEET NO. 3 OF CALCULATED BY DATE CHECKED BY - DATE SCALE _______ LOADS ROOF DEAD LOAD: ROOFING ( c.o. 1L.- )............................................................................................................ID.o PSF SHEATHING.........................................................................................................................................1.5 RAFTER/CEILING JOISTS OR TRUSSES..........................................................................................4.0 INSULATION........................................................................................................................................1.5 DRYWALL............................................................................................................................................ 2.5 OTHER(ELEC., MECH., MISC.) ......................................................................................................... (5 TOTAL DEAD LOAD: 7-0 .0 PSF LIVE LOAD: I60 PSF TOTAL LOAD: 3(p .0 PSF FLOOR DEAD LOAD: FLOORING ( -.................................................................................................................2.0 PSF LT. WEIGHT CONC ........................................................................................... .................................. ..0 SHEATHING.........................................................................................................................................2.0 JOISTS................................................................................................................. .................................. 3.5 DRYWALL............................................................................................................................................ 2.5 OTHER (ELEC.. MECH., MISC.) ......................................................................................................... 3M TOTAL DEAD LOAD: 13.0 PSF LIVE LOAD (RESIDENTIAL USE PER TJBC CHAPTER 16): 400 PSF TOTAL LOAD: 53.0 PSF EXTERIOR WALL STUDS.................................................................................................................. ................................. 1.0 PSF DRYWALL............................................................................................................................................2.5 INSULATION........................................................................................................................................1.5 EXTERIOR FINISH C'vL 10.0 OTHER (MISC.).................................................................................................................................... 1.0 TOTAL LOAD: 1(p.0 PSF INTERIOR WALL STUDS.................................................................................................................. ................................. 1.0 PSF DRYWALL............................................................................................................................................ 5.0 OTHER(MISC.) ................................................................................................... ................................. 1.0 TOTAL LOAD: 7.0 PSF LIVE.- toA -a'-r I, o% -z. • 2. I I '4 p... L LOVELACE ENGINEERING Structural Design and Tide 24 Energy AnaiyIs 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 The 619.535.1989 Fbx JOB SHEET NO. 1' OF ci CALCULATED BY ___________________________ DATE CHECKED BY DATE SCALE VERTICAL ANALYSIS/DESIGN LEVEL: MEMBERS: or- S MARK:_, SPAN= FT. XUNIFORM LOAD W1= L 10/.)t20 r" + I& 1(ol PLF W2= = PLF = LBS P2= = LBS RL = LBS RR= = " LBS V= = LBS M MAX = = 117- FT-LBS 1RFO1) = qla IN USE: X 14 GRADE: ?L' CAMBER: HARDWARE: OR X GRADE: CAMBER: HARDWARE: MARK: SPAN= FT. 0 UNIFORM LOAD W1= PLF W2= = PLF Pl== LBS P2= = LBS RL== LBS = LBS V MAX= = LBS M MAX= = FT-LBS 1RF(YI) = 1N USE: x GRADE: CAMBER: HARDWARE: OR x GRADE: CAMBER: HARDWARE: Ir MARK: , SPAN= FT. 0 UNIFORM LOAD W1= = PLF W2= = PLF 1= = LBS = LBS RL= = LBS Rpl== LBS V,<= _______________________________________________LBS MM,= = FT-LBS JiTi2i1____ GRADE:USE: x 1, .flOCt '?.? Nffl,j Go H O I7 o 014,1 PHONE rOt r; L LOVELACE ENGINEERING Structural Dc3Ign an4 TItle 24 Energy Ana1ysi ] 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 The 619.535.1989 Fbx JOB 15I11_ SHEET NO. OF CALCULATED BY DATE CHECKED BY - DATE SCALE _______ 51 LEVEL: MEMBERS: MARK: f! I , SPAN= 12- FT. *UNIFORM LOAD w1= ( I/-t'3 ) = '4- —PLF w2= = PLF F'1= = LBS P2= = LBS RL= RR= = LBS = ' LBS VMAX= = LBS 1MAX = O/5 FT-LBS , — - - . 'RFOT) 1. s( Q' 1' j = USE: GRADE: ?t1 CAMBER: HARDWARE: OR X GRADE: CAMBER: HARDWARE: MARK: fP- 2 , SPAN= _P FT. g UNIFORM LOAD w1= L/)(3)4 .' ) I3'I PLF W2= = PLF P= = LBS Pz== LBS RL= ='51(1 -7 LBS RR= " LBS V=' = 5,iI- LBS MAX = ZDJ 4+5 FT-LBS 'RFOT) = 5-39 IN USE: 5'/4 X I I GRADE: CAMBER: HARDWARE: OR X GRADE: CAMBER: HARDWARE: MARK: f' - _, SPAN= r7 . FT. 0 UNIFORM LOAD WI= (. l4/-)L5') (I4/z-)(',) 1t.a) = 7(7 PLF W2= = PLF Pl== LBS P 2== LBS RL== 4,14 LBS R= = ' LBS v,(= = 4,v4 LBS MMAX= — 14 S1 FT-LBS IN' USE: /'-X Itb GRADE: Y-'1 CAMBER: HARDWARE: OR x GRADE: CAMBER: HARDWARE: POGUCT Kl.lNcbd/IS G,ois.,, S s O?171 r5 Cs, SHL),E TLL L! LOVELACE ENGINEERING Suctura1 Design and TItle 24 Enei' Analysis i 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Thxir 619.535.1989 Thx JOB q SP 1 iic.1 SHEET NO CALCULATED BY _____________________________ DATE CHECKED BY DATE SCALE 5 .52 3 . 5 LEVEL: MEMBERS: *o-1 5 MARK F'1 SPAN=FT. UNIFORM LOAD w1= 1.t.4/-)L) = 11* PLF W2= . = PLF = LBS = LBS RL= = 4i'4 LBS RR= = " LBS V= = i°1 LBS MAX MAX = 111 1302 FT-LBS 'RFO't) USE: /tx GRADE: 7°"1 CAMBER: HARDWARE: OR X GRADE: CAMBER: HARDWARE: MARK- r-13-6"-,';PAN= II FT. 10 UNIFORM LOAD W1= = PLF W2= = PLF Pl== LBS P2= = LBS RL== Rpl== (--is-; LBS " LBS V = ('1LBS MAX M= MAX = `51, 7-2-0 FT-LBS I = j OZ. p4 USE: V4 x $4 GRADE: CAMBER: HARDWARE: OR X GRADE: CAMBER: HARDWARE: MARK: D, SPAN 2-0 FT. 0 UNIFORM LOAD w1= (- t/rL r) = 1 PLF W2= = PLF P1= - 5) = (1'5 LBS p2=. LBS RL= =4 9 LBS = '' LBS V =10, 14 at LBS MAX M= = 2L 44 FT-LBS = = 10rw4 USE: _'04_ ____ AMBER: HARDWARE: OR X - - 1'JiiCAMBER: HARDWARE: .P. 1: It.c' FROSuCT ?'.I.l AcUa/5C Goco.n. 01471 pso. os L LOVELACE ENGINEERING Structural Design and TItle 24 Energy Analysis J 6496 Weathers Place • Suite 200 San Diego, California. 92121 619.535.9111 Thaw 619.535.1989 Fx JOB SHEET NO. 7-OF CALCULATED BY _____________________________ DATE CHECKED BY DATE SCALE FOUNDATIONS ALLOWABLE BEARING PRESSURE, q= Ioo= ESE (PER DESIGN CRITERIA) CONTINUOUS PERIMETER & BEARING WALL FOOTINGS: Location: ..rr • t..- Ci W1 1..- /z)L, s) - is r') - gos4 PLF WidthReq'd W1/qxl2= jz.c.4 IN USE: S"WIDE X I " DEEP WITH I # 6_ TOP & BOTTOM Location: L',oç p'-__ w1= (/z)(iL'T'.) _'(''') _94(aPLF Width Req'd= W1/q x 12= -IN USE: IS "WIDE X -L5—" DEEP WITH I # _c TOP & BOTTOM ISOLATED SPREAD FOOTINGS: MARK: F- I P= C '(-5 LBS Areqd= PIq x 144= S SQ IN I USE :SQUARE x IDEEP WITH 3 # 5 EACH WAY (3" CLEAR FROM SOIL) MARK: F-1 p= L_i-i )_v,-z- _3 LBS Areqd= P/q x 144=I1-71SQIN I USE :SQUARE x L -DEEP WITH_4# _S_EACH WAY (3" CLEAR FROM SOIL) 2.P-C:CT:1- cgj,iç. v •-:2.-'.. ci Structural Design and Title 24 Energy Analysis CALCULATED BY ______________________________ DATE 6496 Weathers Place • Suite 200 San Diego, Califo,-n1a92121 CHECKED BY ________________________ DATE 619.535.9111 P'nme 619.535.1989 Fax SCALE LOVELACE ENGINEERING JOB 0115 11111 e— SHEET NO, B OF MARK: F- ( ..) . 'I'- LBS Areq d= P/q x 144= 10 SQ IN I USE:SQUARE x 15 "DEEP WITH # c EACH WAY (3" CLEAR FROM SOIL) MARK:F- p= C Fi- ') 414 LBS Areqd= P/q x 144= (.1 ' SQ IN I USE:125QUARE x LDEEP WITH Z- # 4 EACH WAY (3" CLEAR FROM SOIL) MARK: F- 5 U ( F-4) 4°4 LBS Areqd P/q x 144= SQ IN I USE:1SQUARE x LDEEP WITH '- # S EACH WAY (3" CLEAR FROM SOIL) MARK: F- t: ( -) LBS Are P/q x 144= 117 SQ IN U SE:i3 "SQUARE x "DEEP WITH 3 # 5 EACH WAY (3" CLEAR FROM SOIL) MARK: F- ) D I4 LBS Areq•d= P/q x 144= SQ IN I USE:41"SQUARE x JDEEP WITH 4 # EACH WAY (3" CLEAR FROM SOIL) I L LOVELACE ENGINEERING Stuctura1 Ot and Title 24 £n' AnaIy J 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 phww 619.535.1989 Thx JOB 051 n SHEET NO. q ; q CALCULATED BY ______________________________ DATE CHECKED BY DATE SCALE LATERAL ANALYSIS/DESIGN AREA: SEISMIC LOAD: WIND LOAD: SEISMIC ZONE EXPOSURE-13 BASIC WIND SPEED70MPH Z= Ce=O,.o TABLE 23-G I = 1.0, STANDARD OCCUPANCY Cq= L3 TABLE 23-H C = 2.75 12.6 PSF W = TOTAL SEISMIC DEAD LOAD I = 1.0, NON-ESSENTIAL FACILITY R P = (Ce) (Cq) (Q5) (I) = IL PSI- ROOF WEIGHT: DIAPHRAGM (ç 4)( '-) ? 2.o LBS EXTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= LBS INTERIOR WALL WGT.(TRIB. TO DIAPHRAGM) = 4.c LBS TOTAL WEIGHT TRIB. TO DIAPHRAGM= co z9c LBS FLOOR WEIGHT: (L..v'U.- O -) -2',14S LBS OIAPHRAGM= EXTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= (2c€ # 29 U,+LBS INTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= )(i) 8, 17-7 LBS TOTAL WEIGHT TRIB. TO DIAPHRAGM= LBS FLOOR WEIGHT: DIAPHRAGM= LBS EXTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= . LBS INTERIOR WALL WGT.(TRIB. TO DIAPIRAGM)= LBS TOTAL WEIGHT TRIB. TO DIAPHRAGM= LBS TOTAL DEAD LOAD, W (Al-LBS BASE SHEAR, V= ZIC w=.ie33w= 2I)OOZ LBS R w JOB ENGINEERING 10 151 .. OF SHEET NO. _____________ L LOVELACE Sucturl Design and Title 24 6496 Weathers Place Suite 200 CALCULATED BY _________________________ DATE San Diego. California 92121 619.535.9111 w 619.535.1989 Fox CHECKED BY _________________________ DATE SCALE I I I I ROOF DIAPHRAGM: WIND TRIBUTARY AREA, TA = cFT2 (N.S) TA /l)=S13'5FT2 (E - W) SEISMIC(Vx) WIND, V[(PXTA)/A] N - S: PSF PSF 5tIS(IICGOVERNS E - W: S. PSF PSF %GOVERNS '— FLOOR DIAPHRAGM: WIND TRIBUTARY AREA, TA=(-f6)(9) =lIl—FTZ (N-S) TA(€)('):S21_FT2(EW) SEISMIC(V) WIND, Vx[(PXTA)/A] N - S: .OPSF ZPSF ST'Sfh IGOVERNS E - W: 10PSF PSF SkiSTh,C GOVERNS -FLOOR DIAPHRAGM: WINO TRIBUTARY AREA, TA= = FT2 (N -S TA= FT2 (E.W) SEISMIC(v x ) WIND, V((PXTA)IA] N - S: PSE PSF GOVERNS E-W: PSF PSF GOVERNS L LOVELACE ENGINEERING Sructura1 Dcs4gn and TIUc 24 E=V AnalysLs 11 6496 Weathem Place • Suite 200 San Dtego, California 92121 619.535.9111 ffiair 619.535.1989 F'rx JOB I 54 SHEET NO. 1'. OF CALCULATED BY DATE CHECKED BY DATE SCALE I d Z- FLOOR SHEARWALLS N-< DIRECTION LATERAL LOAD, vx =8.3 PSF LINE_____ TRIB. AREA, TA= (J_)(ti 5 FT. 2 LOAD @ THIS LEVEL= x TA) = 4B LBS. LOAD, ROOF LEVEL= - LBS. LOAD, - LEVEL= LBS. TOTAL LOAD= LBS. SHEARWALL LENGTH, L=2'?.c' 3o.< FT. (TA/L) 0 PLF USE:() F- --'.-- - OVERTURNING: SHEAR PANEL LENGTH = FT, .O.K. BY INSPECTION 01 MOMENT= FT-LBS RES.MOMENT= FT-LBS NET MOMENT= FT-LBS UPLIFT= LBS USE: LINE 2.- TRIB. AREA, TA= (')) 204. FT2 LOAD@THISLEVEL j!.x xTA)= 1t) LBS. LOAD, ROOF LEVEL= - LBS. LOAD, _LEVEL= . LBS. TOTAL LOAD= (6. LBS. SHEARWALL LENGTH, L= l2 FT. v= (TA_=1 PLF USE: _I OVERTURNING: SHEAR PANEL LENGTH= Fr, .....O.K. BY INSPECTION . OT MOMENT= FT-LBS RES.MOMENT= FT-LBS NET MOMENT= FT-LBS UPLIFT= LBS USE: .'.-.,.. . I I I Ii Ii I Ii I I L LOVELACE ENGINEERING SIructa1 Design and Title 24 £ner' Analyvia J 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Thone 619.535.1989 FUx JOB CP SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE I I I n) FLOOR SHEARWALLS - DIRECTION LATERAL LOAD, v= 3 PSF LINE TRIB. AREA, TA= (rl.E'/i.-)(4._)_+ _____'jl )+ (54)(./) +Cr) _ Sla o FT.2 LOAD @ THIS LEVEL= vx x TA)= -7S 01- LBS. LOAD, ROOF LEVEL= LBS. LOAD, - LEVEL= LBS. TOTALLOAD= 1o4LBS. SHEARWALL LENGTH, L= 1. +1 ,i ____1 5_p'r v= (TA/L)=4'3c_PLF OVERTURNING: SHEAR PANEL LENGTH=1.7-1- FT. _O.K. BY INSPECTION OT MOMENT= L. ) (. )(q') z. 4+1 FT-LBS RES.MOMENT= ,L .-(i/t.(i )_J (1-l4)'/Ia,i4'Z-FT-LBS NET MOMENT= 07 FT-LBS UPLIFT= LBS USE: '5' / LINE -5 TRiB. AREA, TA= ( r .S/t. ) L 4. ) q I FT. LOAD @ THIS LEVEL= x TA)= 152. LBS. LOAD, ROOF LEVEL= - LBS. LOAD, _LEVEL= LBS. TOTAL LOAD= LBS. SHEARWALL LENGTH, L= 1;*- FT. v= (TA/L)=I'°PLF USE: PER SHEARWALL SCHEDULE - OVERTURNING: SHEAR PANEL LENGTH= FT, X....O.K. BY INSPECTION OT MOMENT= FT-LBS RES.MOMENT= - FT-LBS NET MOMENT= - FT-LBS UPLIFT= LBS USE: 'C-UCT 2t'P.l 4VLI InC .CoIon Moos 0I47I. To (600p PolONE TOLLFRE I8 -fl638o I I I L LOVELACE ENGINEERING 8tructa1 Dealgn and Title 24 EnetgyAnalyIa -I 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Thong 619.535.1989 Ftx JOB SHEET NO. __________________________ OF CALCULATED BY CHECKED BY SCALE DATE DATE FLOOR SHEAR WALLS S DIRECTION LATERAL LOAD, PSF LINE TRIB. AREA, TA= 'J(/) L-z.c') 7-4mz n-.2 LOAD @ THIS LEVEL= v xTA LBS. LOAD, ROOF LEVEL= LBS. LOAD, LEVEL= LBS. TOTAL LOAD= I660 LBS. SHEARWALL LENGTH, L= FT. v= (TA/L)= 12 PLF USE: PER SHEARWALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH= FT, O.K. BY INSPECTION OT MOMENT= FT-LBS RES.MOMENT= FT-LBS NET MOMENT= FT-LBS UPLIFT= LBS USE: LINE________________________ TRIB. AREA, TA= FT2 LOAD @ THIS LEVEL= fv x TA)-- LBS. LOAD, ROOF LEVEL= LBS. LOAD, LEVEL= LBS. TOTAL LOAD= LBS. SHEARWALL LENGTH, L= FT. (TAIL)=PLF USE: 0_PER SHEARWALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH=FT. _O.K. BY INSPECTION OT MOMENT= FT-LBS RES.MOMENT= FT-LBS NET MOMENT= FT-LBS UPLIFT' LBS USE: PRODUCT 2U2.l F%ADitnc,GIo1Un Miss 014fl TO,OfF P,.ONE TOLL FREE I-225-68T — L LOVELACE ENGINEERING Suctura1 Destgn and Title 24 Energy Analyala ] 6496 Weathers Place • Suite 200 San Diego, CalifornIa 92121 619.535.9111 Thone 619.535.1989 Fx JOB SHEETNO. ____________________ OF ci CALCULATED BY DATE CHECKED BY DATE SCALE P I I I Ii I I I I I - )JD ' FLOOR SHEARWALLS . .'.,.j DIRECTION LATERAL LOAD, v,= PSF LINE TRIB. AREA, TA= ( I4.S/-Z ) . ' l2.) Li-/) # (ijC L/) LOAD @ THIS LEVEL= x TA)= . o(,O LBS. LOAD, ROOF LEVEL= LBS. LOAD, - LEVEL= LBS. TOTAL LOAD= LBS. SHEARWALL LENGTH, L= 1 19 Fr. v= (TAJL)= - Va I PLF OVERTURNING: SHEAR PANEL LENGTH= FT. s/O.K. BY INSPECTION OT MOMENT= FT-LBS RES.MOMENT= FT-LBS NET MOMENT= . FT-LBS UPLIFT= LBS USE: LINE t) TRIB. AREA, TA= FT.2 LOAD @ THIS LEVEL= Lvx x TA)--' LBS. LOAD, ROOF LEVEL= LBS. LOAD, _LEVEL= LBS. TOTAL LOAD= I, LBS. SHEARWALL LENGTH, L= '17 FT. v= (TA/L')= PLF USE: PER SHEARWALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH= 5 ,!r FT _O.K. BY INSPECTION OT MOMENT= ( °3. ) - ' )C ') FT-LBS RES.MOMENT= • ' 5 96%,4) 1. ( )_(3 __)•1_f__ __SFT-LBS NET MOMENT= I, 4-+ FT-LBS UPLIFT= 444>& LBS USE: 1"1°T+% 10 PRODUCT 207-1 Nëj,,j 41K. Gloto, Moon 01471 To O,o, PROSE TOLL FREE 1X..025•638U L ENGINEERING 1 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Phone 619.535.1989F= JOB SHEET NO. ____________________ OF _________________ CALCULATED BY DATE CHECKED BY - DATE SCALE _______ 'FLOOR SHEARWALLS DIRECTION LATERAL LOAD, v= 95 PSF LINE TRIB. AREA, TA= t 5 . I 'X( ) + (CIA, r) 4 (.Ié/t.) ( g 4ZZ5 FT.2 LOAD @ THIS LEVEL= Lvx x TA)-- 4- LBS. LOAD, ROOF LEVEL= LBS. LOAD, - LEVEL= LBS. TOTAL LOAD= 4057 LBS. SHEARWALL LENGTH, L= I FT. (TAIL)= PLF USE: - PER SHEARWALL SCHEDULE OVERTURNING: SHEAR PANEL LENGTH= _1i FT. _O.K. BY INSPECTION OT MOMENT= FT-LBS RES.MOMENT= FT-LBS NET MOMENT= FT-LBS UPLIFT= IB° LBS USE: To LINE 61 TRIB. AREA, TA= ( c7 /j ) ( -;) . (i ,) - FT LOAD @ THIS LEVEL= v x TA)= s,4 3 LBS. LOAD, ROOF LEVEL= LBS. LOAD, - LEVEL= LBS. TOTAL LOAD= . . 54 LBS. SHEARWALL LENGTH, L= S J9. FT. (TA/L)= t PLF OVERTURNING: SHEAR PANEL LENGTH= S' FT. _O.K. BY INSPECTION OT MOMENT= ( SS)(-z..i's) (e'') I3,'Brl FT-LBS RES.MOMENT= 810 FT-LBS NET MOMENT= I?, '°1 FT-LBS UPLIFT= 'ZS (I LBS USE: H 4 O 1'.'cr / iv— PRODUCT OINëW Inc.. Gwon Mau 0I4I to O,,, NONE TOLL FREE 1.-21.&3&7 in L LOVELACE ENGINEERING Stmcruml Dcai and TIUc 24 £ny Ma1y 6496 Weathers Mace • Suite 200 San Diego. California 92121 619.535.9111 Porw 619.535.1989 Thx joaj'12!I SHEET NO. . I (. --OF . CALCULATED BY - DATE CHECKED BY DATE SCALE I I I I I I I I I 1 I - 2'. FLOOR SHEARWALLS —V' DIRECTION LATERAL LOAD, v = LINE TRIB. AREA, TA= I1'/z)C'I ') . - Z9FT. 2 LOAD © THIS LEVEL= 1x x TA}= 3444 LBS. LOAD, ROOF LEVEL= - LBS. LOAD, - LEVEL= LBS. TOTAL LOAD = Z444 LBS. SHE,ARWALL LENGTH, L= 4ti): II.cFT. v= (TAIL)= 2I PLF USE: OVERTURNING: SHEAR PANEL LENGTH = FT, _O.K. BY INSPECTION OTMOMENT= . 3.5)('1)) FT-LBS RES.MOMENT= - FT-LBS NET MOMENT= 7•V FT-LBS UPLIFT= 17 LBS USE: Z. '- -z - 215 *e I LINE -t TRIB. AREA, TA= . ' F4 I?'° FT.2 LOAD © THIS LEVEL= x TA)= LBS. LOAD, ROOF LEVEL= LBS. LOAD, _LEVEL= ' LBS. TOTAL LOAD = LBS. SHEARWALL LENGTH, L= FT. (TA/L)= PLF USE:O OVERTURNING: . SHEAR PANEL LENGTH = Fr, —O.K. BY INSPECTION OT MOMENT= FT-LBS RESMOMENT= FT-LBS NET MOMENT= .Fr-LBS UPLIFT= LBS USE: I I I I U I I I I I I I I I I I I I I I r I L LOVELACE ENGINEERING SructuL Dcagn and TItle 24 £n' Mly ] 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phorw 619.535.1989 Ebx' SCALE - I FLOOR SHEARWALLS . ....... N - DIRECTION LATERAL LOAD, v = 4,0 PSF LINE TRIB. AREA, TA= (9/,)(i ,I) FT.2 LOAD © THIS LEVEL= x TA)= 'Z'-Cô LBS. LOAD, ROOF LEVEL= - LBS. LOAD, _LEVEL= LBS. TOTAL LOAD= LBS. SHEARWALL LENGTH, L = L9t I- Z' 44,$FT. (TA/L)= I( PLF USE: O) 7937 f44'-(. 4àVD OVERTURNING: SHEAR PANEL LENGTH = FT. O.K. BY INSPECTION OT MOMENT= FT-LBS RES.MOMENT= FT-LBS NET MOMENT= FT-LBS UPLIFT= LBS USE: LINE 2- TRIB. AREA ,TA= +'sç FT.2 LOAD©THISLEVEL= jxTA)= 116 34- LBS. LOAD, ROOF LEVEL= I 9 1 LBS. LOAD, _LEVEL= LBS. TOTAL LOAD= 33 LBS. SHEARWALL LENGTH, L=S FT. (TA/L) lYl PLF USE: OVERTURNING: SHEAR PANEL LENGTH = FT, ..._O.K. BY INSPECTION OT MOMENT= (. •-- ) ) I, 31- FT-LBS RES.MOMENT= FT-LBS NET MOMENT= I2.J M+ FT-LBS UPLIFT= - 3-7 LB USE: .-f çrv,z4 408 SHEET NO. Il . OF CALCULATED BY __________________________ DATE CHECKED BY. DATE 'H L LOVELACE ENGINEERING Strucnuul DAgn andntle 24 En' Ana1y1s 1] 6496 W.ther3 Place • Suite 200 San Dtego. Ca&ornla 92121 619.535.9111ppupw 619.535.1989 rx JOB_i - SHEET NO. —OF. ci CALCULATED BY OAT! CHECKED BY DATE SCALE SI I FLOOR SHEARWALLS : DIRECTION LATERAL LOAD, v> = OPSF LINE 3 TRIB. AREA, TA= t4)( iz)+ 61.4)(14.) r FT.2 LOAD © THIS LEVEL= x TA)= 1(o' LBS. LOAD, ROOF LEVEL= i4Z. LBS. LOAD, _LEVEL= LBS. TOTAL LOAD= . LBS. SHEARWALL LENGTH, L= FT. = )TA/L) = 45 PLF USE: ci T-13L OVERTURNING: SHEAR PANEL LENGTH = IFT, ..O.K. BY INSPECTION OT MOMENT= ( 4>( a)'i') 45 945' FT-LBS RES.MOMENT= .95 [(I"Xi)+(I2./t)(zo)1t)4)/2 _____FT-LBS NET MOMENT= o31 FT-LBS UPLIFT= I'' LBS USE: .V1- LINE____ AREA, TA= . (3%)(-iz) - 33o FT2 LOAD © THIS LEVEL= lLx x TA) = _____LBS. LOAD, ROOF LEVEL= — . I LBS. LOAD, _LEVEL= . . LBS. TOTAL LOAD= LBS. SHEARWALL LENGTH, L= .4'-f-?'.II FT. v= (TAIL)=47 PLF USE: OVERTURNING: . . SHEAR PANEL LENGTH = FT, _O.K. BY INSPECTION OT MOMENT= ()( 407 FT-LBS RES.MOMENT= 5 L 0 (-')-'_4 /7-)LL._0 4-f- ___FT-LBS NET MOMENT= . -Is9 FT-LBS UPLIFT = LBS USE: . I I 1 I , I. I I I I.. 1 I I. I I I . I L LOVELACE ENGINEERING Structural Design and T1Uc 24 Ena' AnaIy ] 6496 Weathers Place • Suite 200 San D(ego. California 92121 619.535.9111PPhmw 619.535.1989 Thx jos q51-17 SHEET NO. OF I CALCULATED BY ___________________________ DATE CHECKED BY DATE SCALE SI. FLOOR SHEARWALLS rA DIRECTION LATERAL LOAD, v< =4.0 PSF LINE c TRIBAREA,TA= @'J7-)(4.i .- fl fl2 LOAD © THIS LEVEL= j x TA) = 34* -LBS. LOAD, ROOF LEVEL= 1'5z. LBS. LOAD, _ LEVEL = LBS. TOTAL LOAD = 516- LBS. SHEARWALL LENGTH, L = 4 e 6 FT. v= (TAIL)=_1r?PLF USE: OVERTURNING: SHEAR PANEL LENGTH = Fr, -(O.K. BY INSPECTION OT MOMENT= FT-LBS RES.MOMENT= FT-LBS NET MOMENT= FT-LBS UPLIFT= LBS USE: LINE TRIB. AREA, TA= FT.2 LOAD © THIS LEVEL = x TA) =LBS. LOAD, ROOF LEVEL= LBS. LOAD, - LEVEL= LBS. TOTAL LOAD = LBS. SHEARWALL LENGTH, L=FT. v= (JA/L)= PLF . USE:() . . . OVERTURNING: SHEAR PANEL LENGTH= Fr, O.K. BY INSPECTION OT MOMENT= FT-LBS RES.MOMENT= FT-LBS NET MOMENT= FT-LBS UPLIFT= LBS USE: L m 4 JOB °rnc.. LOVELACE ENGINEERING SHEET NO. _________________ OF St1 Design and Title 24 £n' Analysimi CALCULATED BY DATE 6496 Weathers Place • Suite 200 San Diego, CalifornIa 92121 CHECKED BY DATE 619.535.9111 Thone 619.535.1989iox SCALE FLOOR SHEARWALLS 'J DIRECTION LATERAL LOAD, v= 1,0 PSF LINE TRIB. AREA, TA= . 2.41 FT.2 LOAD @ THIS LEVEL= Ix x TA)-- . ( LBS. LOAD, ROOF LEVEL= -, LBS. LOAD, — LEVEL= LBS. TOTAL LOAD 4o7_, LBS. SHEARWALL LENGTH, L= 1,' FT. v= (TA/L)= & ll PLF OVERTURNING: SHEAR PANEL LENGTH= -3 FT,-O.K. BY INSPECTION OT MOMENT= ) I III FT-LBS RES.MOMENT= .5 C (4.4/.)(-t) 4 ') + i4Y/z.)r) ')'/ 2o 11 FT-LBS NET MOMENT= t4 (4- FT-LBS UPLIFT= LBS USE: / T5 LINE -. TRIB. AREA, TA= ') ( IL'/.1 ) . FT. LOAD @ THIS LEVEL= !x x TA)-- . J°1 LBS. LOAD, ROOF LEVEL= 4o'z LBS. LOAD, — LEVEL= LBS. TOTALLOAD= . LBS. SHEARWALL LENGTH, L= 1 4yr. v (TAJL)_PLF USE: PER SHEARWALL SCHEDULE OVERTURNING: . . . . SHEAR PANEL LENGTH= 1+FT. _O.K. BY INSPECTION OT MOMENT= (. 14) (+)( 42 1340 FT-LBS RES.MOMENT= .I C?) _t-("k)(1-')_J ~If I9 IFT-LBS NET MOMENT= . 23 (aI FT-LBS UPLIFT= !(#I / LBS USE: PRODUCT U5. in Masi O4?t ToOo,, PHONE TOLL FREE •6Ja3 - L ENGINEERING Structiral Dcalgn and Title 24 Energy Analyala ii 6496 Weathers Place • Suite 200 San Diego. CalIfornia 92121 619.535.9111 Thcne 619.535.1989 Fax JOB SHEET NO. Z.I OF __________________ CALCULATED BY DATE CHECKED BY DATE SCALE FLOOR SHEARWALLS --' DIRECTION LATERAL LOAD, v=4.° PSF LINE TRIB. AREA, TA= .4I FT2 LOAD @ THIS LEVEL= Lvx x TA)-- LBS. LOAD, ROOF LEVEL= — ( Lfl-flL rnb') LBS. LOAD, — LEVEL= LBS. TOTAL LOAD= . 2.344 LBS. SHEAR WALL LENGTH, L= ' FT. , v= (TAIL)= 556, PLF OVERTURNING: SHEAR PANEL LENGTH= 8 FT, O.K. BY INSPECTION OT MOMENT= 5)( •35 ) ( ) FT-LBS RES.MOMENT= ES C-i) + (l/2.) j) /'- . ID FT-LBS NET MOMENT= 15. a FT-LBS UPLIFT= Z'51 LBS Fl USE: LINE & TRIB. AREA, TA= &'/-) + 33o Soo FT.2 LOAD @ THIS LEVEL= Lvx x TA)-- - Z,4 LBS. LOAD, ROOF LEVEL= t LBS. LOAD, LEVEL= LBS. TOTAL LOAD= LBS. SHEARWALL LENGTH, L= 7.c .* Ii.. II.5 FT. v= (TA/L)= PLF OVERTURNING: SHEAR PANEL LENGTH 75- FT, _O.K. BY INSPECTION OT MOMENT= (1.5) ( 3'3) C ',) FT-LBS RES.MOMENT= . £ IaB(') + /L)(I- J ¼T1.$) /2. 8,4 5 1 FT-LBS NET MOMENT= 4o't FT-LBS UPLIFT= LBS USE: PRODUCT O7.1 Coton. Maao 61471 To O;oo 7707.-E TOLL FREE t-2?5-638O L ENGINEERING Stzuctuz.l Deatgn and Title 24 EncrVAnalrU 1 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 619.535.9111 Thone 619.535.1989 Fx JOB ¶S;li '— SHEET NO. OF CALCULATED BY _____________________________ DATE CHECKED BY DATE SCALE 7 h 7 C I 77 1 I. 7 77 I FLOOR SHEARWALLS '- DIRECTION LATERAL LOAD, v= 4PPSF LINE TRIB. AREA, TA= 3O FT.2 LOAD @ THIS LEVEL= v x TA)= I3 7- LBS. LOAD, ROOF LEVEL= 1 444 LBS. LOAD, - LEVEL= I LBS. TOTALLOAD= LBS. SHEAR WALL LENGTH, L= + (' FT. V= (TA/L)= (o11 PLF OVERTURNING: SHEAR PANEL LENGTH= ' FT. _O.K. BY INSPECTION OT MOMENT= (. ) ( c -) (of FT-LBS RES.MOMENT= FT-LBS NET MOMENT= FT-LBS UPLIFT= 5C74' LBS USE: WDSA / r"z- LINE TRIB. AREA, TA= FT.2 LOAD @ THIS LEVEL= Lvx x TA)-- LBS. LOAD, ROOF LEVEL= LBS. LOAD, - LEVEL= LBS. TOTAL LOAD= LBS. SHEAR WALL LENGTH, L= FT. USE: OVERTURNING: . SHEAR PANEL LENGTH=FT. _O.K. BY INSPECTION OT MOMENT= FT-LBS RES.MOMENT= . .. FT-LBS NET MOMENT= FT-LBS UPLIFT= LBS USE: PROM, T G10,. Ma, 1 01411 0001., P1701,0 TOLL FREE l.C.6377 JOB L LOVELACE ENGINEERING SHEET NO.________________ OF___________ Design and Tide 24 CALCULATED BY __________________________ DATE i 6496 Weathers Place • Suite 200 San Diego. CalifornIa 92121 CHECKED BY ____________________________ DATE 619.535.9111phww 619.535.1989 Fox SCALE I - 3 3 33 53 35 331553 J 21156 5 3 3a56 a I 3151 DETAILS NOTE TO PLANCHECKER: THIS SECTION CONTAINS THE FOLLOWING INFORMATION (IF APPLI- CABLE TO THIS PROJECT) FOR YOUR USE IN CHECKING THE PLANS: FRAMING PLANS: RAFTER, HEADER, BEAM, POST & HARDWARE CALLOUTS FOUNDATION PLAN: FOOTING & HOLDOWN CALLOUTS SHEARWALL LINE LOCATIONS SHEARWALL CALLOUTS SHEARWALL SCHEDULE FRAMING AND FOUNDATION STRUCTURAL NOTES SPECIAL INSPECTION LIST STRUCTURAL DETAIL SKETCHES - -PROCUCT 207-1, 94ss14' r.j Q. ces-C16 L LOVELACE ENGINEERING Structural Design and Title 24 Energy M2a1ytz 1 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 phone 619.535.1989 Fax JOB SHEET NO. z.4 CALCULATED BY CHECKED BY SCALE OF 5-1 DATE DATE - 313 13 - 56 P 3555' 5 23536 35 FRAMING NOTES I. ROOF SHEATHING SHALL BE: 1/2" PLYWOOD EXPOSURE 1 INDEX 24/0 8d COMMON NAILS @ 6" o/c B.N. 8d COMMON NAILS @ 12" o/c F.N. B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT: PLYWOOD EDGES PERIMETER WALLS SHEAR WALLS FLOOR SHEATHING SHALL BE: 23/32" APA RATED STURD-I-FLOOR, T & G, 24" O.C. SPAN RATING, EXPOSURE 1 lOd COMMON NAILS @ 6" 0/C B.N. lOd COMMON NAILS @10" 0/C F.N. B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT: PLYWOOD EDGES PERIMETER WALLS SHEAR WALLS ALL RAFTERS, JOISTS & HEADERS SHALL BE DOUGLAS FIR LARCH #2 GRADE. ALL BEAMS SHALL BE DOUGLAS FIR LARCH #1 GRADE. ALL HANGERS SHALL BE SIMPSON "U" HANGERS. ALL ROOF HEADERS SHALL BE 4x4 U.N.O. PROVIDE DOUBLE JOISTS @ SIDES & ENDS OF ALL ROOF OPENINGS. FOUNDATION NOTES ALL ANCHOR BOLTS TO BE 1/2" DIAMETER 10" LONG @72" o/c U.N.O. ON PLANS OR SHEARWALL SCHEDULE. THERE SHALL BE A MINIMUM OF TWO ANCHOR BOLTS PER SILL PLATE PIECE WITH ONE ANCHOR BOLT LOCATED WITHIN 12" OF EACH END OF EACH SILL PLATE PIECE. ALL ANCHOR BOLTS, HOLDOWN ANCHORS & DOWELS MUST BE IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION. 4.. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 5. CONTINUOUS EXTERIOR PERIMETER AND CONTINUOUS INTERIOR BEARING WALL FOOTINGS SHALL BE AS FOLLOWS: SUPPORTING ONE FLOOR AND A ROOF: -- 12" WIDE x 12" DEEP INTO NATIVE SOIL OR 90% COMPACTED FILL WITH (1) #4 REINFORCING BAR 3" FROM THE TOP & BOTTOM OF THE FOOTING. SUPPORTING TWO FLOORS AND A ROOF: 15' WIDE x 18" DEEP INTO NATIVE SOIL OR 90% COMPACTED FILL WITH (1) #4 REINFORCING BAR 3" FROM THE TOP & BOTTOM OF THE FOOTING. 6. CONCRETE SLAB SHALL BE A MINIMUM OF 3 1/2" THICK WITH 6"x6"-W1.4xW1.4-WELDED WIRE FABRIC IN THE CENTER AND UNDERLAIN WITH 4" OF CLEAN SAND. NOTE: THE ABOVE SPECIFICATIONS SHALL APPLY UNLESS NOTED OTHERWISE ON THE' DRAWINGS. -DOSS. Mu. 3f6?t -s -31. - IN L LOVELACE ENGINEERING Structural Design and Mile 24 Energy Arsalysl 1 6496 Weathers Place • Suite 200 'San Diego. CalIfornia 92121 619.535.9111 Phone 619.53S. 1989 Fox JOB SHEET NO '' O CALCULATED BY _____________________________ DATE CHECKED BY _______________________________ DATE SCALE - 7 1 -S s TABLE 23.44-NAILING SCHEDULE COUPt€CrtON NAIUNQI I. Joist to sill or girder, toenail 344 Bridging to jolts. toenail each end 2.84 I' ad' (25 mm I 152 mm) subfloororless coesciajoiss. face nail 2.8d - _ 1 Wider than l'xó'(25 miss x l52 mm) aubfloorto each joist. face nail 344 (ii mm) aubiloor to joist or glider, blind and face nail 2.164 Sole Plate to joist or blockin& typical face nail 164 at 16'(406 mm) o.c. Sole plate to joist or blocking. at braced well panels 3.164 per 3' (406 mm) Too plate to stud. codnail 2-164 Scud to sole puce 441d. toenail or 2-164. end nail Double scuds. (3cc nail 134 at 34' (6 10 mm) o.c. ID. Doubled top places. typical (ace stail 164 at 16'(406 man) O.C. Double too places, lip splice 3-164 It. Blocking betweenjoists orraftesaco cop plate. toenail 34d Rim joist to top plate. toenail 3d as 6 (152 mm) o.c. Top places, laps and intersections. face nail 2.164 Continuous header, two pieces 164 at 16' (406 mm) o.c. along cach edge IS. Cailing joists Co plate, toenail 6. Continuous header to scud, toenail 444 17. Coding jottt.s. laps oner parttoona, face nail 3-16d Ii. Cotlitsg joists to parallel rafters, face nail 3.16d 9. Ratter to plate. toenail 344 I' 12.5 mm brace to each scud and plate, face nail 2-3d I's 3' (:5 miss x203 mm) sheathing or!eaa to each besting. face mail 2-3d Widar titan i' X 8' (25 mm 1203 mm$heathin3 to each heating. (ace nail 344 Built .up comer studs 164 at Zr (610 mint o.c. Built-up girder and beams 206 as 32 (813 mm) ac. at top and bottom and staggered 2.204 at ends and as each splice 2' lii mm) planks 2.164 at each bearing Wood structural paitels and particleboard. Suofloor. roof and wall sheathing (to franaing) (I inch e 25.4 totit) I,' and les.s 6d Sd4 or 64 lh/'.IlI' - 1044or343 Combination sublloor.undertaymern (to fratning)o (I inch • 25.4 mm) 3/i' and less . 3d3 3d5 l'Ig'l't /,'(13 mm) orlms . 10440r3d5 Panel siding (Co (raining): 646 '/;'(16mm) 34' Fiberboard sheathing:' (13 mm) No. II ga.3 344 No. 16 SO '/sz (20 man) No. II g2.3 8cr' No. 163a.9 Interco paneling /,.' (6.4 mm) 44)0 31g'(9.5mm) 3411 common or boo 1521)3 may be used except whem otherwise slated. kails spaced at 6 inches (152 mm) on censor sledges. 12 inches (305 man) at intermediate supports except 6 inches (152 MM) as all supports where spans san 43 inches (1219 mm) or mono. For nailing o(wood structural panel and • parsieleboard diaphragms and shear walls. refer to Senior 2314.3. Nails for wall sheathing may be common. box or casing. 5Common or deformed shank. 'Common. 30cforme4 shank. 6Cornvsion-eaiauns siding or casing neila conforming to the requirements olSecslon 2)25.1. 11`2sscner, spaced) inches (76 mm) on center as anterior edges and 6 inches (112 mm) on center at intermediate sup. pot-ia. 5Corro.sion'vesissans roofing nails with 7/564nds41anae5er (II man) head and 11/2-inch (38 mm) length ta f/1-inch (I) mint sheathing and I 5/4.tnch (44 mm) length for >/.ir.cfl (20 mm) sheathing conforming to the requirements of Section 232.5.I. 9Con'oiion'reji,sanc staples with nominal 1/s&';nch (II man)cre'fl and I 1/g.inch(29 mm) length for 1/3.inchll3mm) sheathing and I 111-inch 118mm> length (ores/.inch (2Omn.)aheaahingcon(orming to the requirements of Section 2325.1. 0P3ne1 supports at 16 inches (406 mm) (20 inches (508 mm) i(aength axis In the long direction of the panel, unless ather'eia.e mark edl. Cating Or l'tnia)s nails spiced 6 incltci(152 mm) or pastel edges. 12 inches (301 mm) at inter- mediate supports. "Panel supports at 24 inches (610 mm). Casing or Anal, nails spaced 6 Inches (132 mm) on panel edges. 12 inches (301 mmi as intermediate supports. I U) C) m 4- 0 co - - - - - - - - - - - - - - — - - - SHEARWALL SCHEDULE CONVENTIONAL T.J.I. JOIST SWEAR TRANSFER SYMBOL SWEAR MATERIAL AND NAILIN, DESCRIPTION ANCHOR 8OLT SCI-1ED. MINIMUM BOTTOM SWEAR TRANSFER TJI LKG. MICRO LAM RIM JST./BLK. WI NAILS AND BLOCKS SIMPSON CLIPS (Pt.F) PLATE NAILIWs TO PLATES 5It1P5ON CLIPS 4 180 (STUCCO) WOVEN WIRE AND PORTLAND CEMENT PLASTER 7/8" THICK NUMBER II GAUGE I 1/2" LONG 7/16" LEG 0 6-O.C. 5/8"0 ANCHOR BOLTS 0 48" O.C. 16d 0 8" D.C. 16d 0 8" D.C. A35 0 24" D.C. lOd 0 6" D.C. A35 0 24' O.C. 260 0/8' COX PLYWOOD 8d 0 6-O.C. EN.. & 12-O.C. F.N. 5/8"0 ANCHOR BOLTS 16d 0 6" D.C. 16d 0 6' D.C. A35 0 16" O.C. lOd 0 4' D.C. *35 0 16• 0.C. 0 36" O.C. STAGGERED 4i 380 3/8" COX PLYWOOD 8d B 4-O.C. EN.. & 12-O.C. F.N. 5/8"0 ANCHOR BOLTS 0 24" D.C. 16d 0 4 O.C. 16d 0 4 D.C. A35 0 12" D.C. lOd 0 4" D.C. STAGGERED *35 0 12" O.C. I 490 4 .C. 3/8" COX PLYWOOD 8d 0 3-O.C. EN.. & 12-O.C. F.N.TN. 5/80 ANCHOR BOLTS 16d 0 3" ___________ A35 0 8" D.C. ___________ *35 0 8" D.C. B 19' D.C. 4 I 50 1/2' GYPSUM BOARD 5d 0 7" D.C. 5/8"o ANCHOR BOLTS 0 48" D.C. 16d 0 16" D.C. 16d 0 12" D.C. A35 0 24" D.C. lOd 0 8" D.C. A35 0 24" O.C. 63 1/2" GYPSUM BOARD 5d 0 4" D.C. 5/8"0 ANCHOR BOLTS O 48" D.C. 16d 0 18' D.C. I6d 0 8" D.C. A35 0 24" D.C. lOd 0 8" D.C. A35 0 24" D.C. 75 1/2" GYPSUM BOARD 5d 0 4' D.C. BLOCKED 5/8"0 ANCHOR BOLTS O 48" D.C. 16d 0 12" D.C. 16d 0 8" D.C. A35 0 24" D.C. 10d 0 8" D.C. *05 0 24" O.C. 4Ii 5/8" GYPSUM BOARD 6d 0 4" D.C. 5/8"0 ANCHOR BOLTS O 48" D.C. 16d 0 12" D.C. 16d 0 8" D.C. A35 0 24" D.C. lOd 0 8" D.C. A35 0 24" O.C. 88 5/8" GYPSUM BOARD 6d 0 4" D.C. BLOCKED 5/8"0 ANCHOR BOLTS 0 48" D.C. 16d 0 12" D.C. 16d 0 8" D.C. *35 0 24" D.C. lOd 0 6" D.C. *35 0 24" D.C. 550 3/8" COX PLYWOOD Bd 0 30.C. EN.. & I2D.C. F.K. STRUC 1 5/8'0 ANCHOR BOLTS 16d 0 3' D.C. __________ A35 0 8" D.C. A35 0 8" O.C. 0 17" D.C. 665 1/2" COX PLYWOOD lOd 0 3-O.C. EN.. & 12-O.C. TN., STRUC 1 5/8"0 ANCHOR BOLTS 3/8"0 x 60 LAGS 0 8"O.C. A35 0 8' D.C. *35 0 8" O.C. ON 3x MEMBER (STUD & SILL PLATE) 0 22" D.C. INTO 4 BLKG. 730 3/6" COX PLYWOOD 8d 0 2-O.C. EN.. & 12-O.C. TN.. STRUC I 5/8'0 ANCHOR BOLTS 3/8"0 x 6" LAGS 0 8O.C. *35 06" O.C. A35 06" O.C. ON Ox MEMBER (STUD & SILL PLATE) 0 20" D.C. INTO 4x BLKG. 870 1/2" COX PLYWOOD lOd C 2-O.C. EN.. & 120.C. IN., STRUC 1 5/6"0 ANCHOR BOLTS 3/800 x 6" LAGS 0 6"O.C. *35 0 8" D.C. A35 0 6" O.C. ON Ox MEMBER (STUD & SILL PLATE) 0 16" D.C. INTO 4x BLKC. IF SI.lEA.4ALL IS DOUBLE SIDED ALL REaJIRED SPACNG MUST BE REDUCED BY 50% FOOTNOTES: ALL ANCHOR BOLTS ID" LONG. NAILS THROUGH FL. INTO BLKG. ALTERNATIVE TO ANCHOR BOLTS AT SAME SPACING AS ABOVE IS: ATTACH SILL PLATE 10 2000 PSI. FOUNDATION WITH A307-5/8' DIAMETER RAMSET ANCHORS W/ 0' MIN. EMBEDMENT. (]COO 12391) NOTE: F 1/2' DIAMETER ANCHOR BOLTS ARE USED, SPACING BETWEEN THE BOLTS MUST BE REDUCED BY 25 SHEARWALL NOTES: I. STUCCO AND/OR STUCCO H/ VENEER OVER A PLYWOOD SIEAIAALL WILL BE WATERPROOFED H/ A MIN. OF (2) LAYERS OF 115LB. FELT PAPER. ONLY COMMON NAILS ARE TO BE USED FOR ALL PLYI"4000 SI4EAALLS. NAIL GUNS USING*CLIPPED HEAD' OR SINKER NAILS ARE NOT ACCEPTABLE. ALL BOLT I-IOLES TO BE DRILLED /32" MIN. TO 1/10" MAX. OVERSIZED. S. USE DOUGLAS FIR 12 PRESSURE TREATED SILL PLATES. ENGINEER TO BE NOTIFIED FOR RE-DESIGN IF OTHER SPECIES SILL PLATES ARE USED (OR ARE PART OF EXISTING BUILDING) L LOVELACE ENGINEERING Structural Dealgn and TItle 24 Fnr Aaa4mts J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Thie 619.535.1989 F JOB SHEET NO. ___________________________ OF 51 CALCULATED BY _____________________________ DATE CHECKED BY ______________________________ DATE SCALE PAD FOOTING SCHEDULE NOTE Reinforcement shall be 3 dr. from soil. A 24" Sq. x 18" deep w/ (2) 4 5 bars each way B 27" Sqr. x 18" deep wl (2) #5 bars each way C 30" Sqr. x 18" deep w/ (3) #5 bars each way D 33" Sqr. x 18" deep w/ (3) #5 bars each way E 36" Sgr. x 18" deep w/ (4) #5 bars each way F 39" Sqr. x 18" deep w/ (4) #5 bars each way G 42" Sqr. x 18" deep wl (4) #5 bars each way H 45" Sqr. x 18" deep w/ (5) 45 bars each way PI 48" Sqr. x 18" deep w/ (5) #5 bars each way L LOVELACE I ENGINEERING I SUX*1 Dmign and Title 24 Engy Analyila F _J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 pwm 619.535.1989 Fox SHEET NO. ___________________ OF -. CALCULATED BY DATE CHECKED BY DATE SCALE (3) 80 NAILS EACH 0OF6RAC 60 DEGREE MAX. 5LIZ OVER OF 51W 4 - 0 MIN. UP w/(4) 160 NAILS - FLLOC<4C Cf ALL. WALLS OVER 0•- 0 () 100 NAILS EACH 40 CF FLL0CC. 2'( STLO & 1€ 4Th. AT JAS. SEE FR.JOG PU.N FCR ACOLTCNAL 51.2PRT. 1/8 M4_ 12 MAX. FROM SL. 0 2.( slu. w/(2) .40 ND_S E.kC. (3) i& 11-160 NAILS AT 24 MAc4LM 0/C w/(2) 160 EAC- sr - 6 OR LESS & (3) 160 EC- SILO 0 1 ----J it - - T?rcL SC{.ZD LTa - SE FRAM4 FUN rlOR SI 1/2 DLk. X 10 ANCR SCLTS At 72 0/C 2X - STUD TO SILL TOE NA.D_ (2C0 NAILS EAC- iE 16- 2X SILOS AT W 0/C SILO 18- 1X6 0L&CNAL Lt-fl'1 8cATEACH CMa & 2 -. OMkO1U4O/C TYF. WALL CONSTRUCTION L LOVELACE ENGINEERING 3ica1 D*n sod TlUa 24 _I 6496 WcUhcr3 Mace • Suite 200 San Dtego. CallfM7212 92121 61S.35.9111 Pw 619.535.1989 Thx 1150-76- SHEETNO. _____________________ CF CALCULATED BY __________________________ DATE - CHEC)(EOBY ________________________ DATE SCALE NOTE: THIS DETAIL 15 FOR SHEAF,TAN5 CCNETIN cNLr. FOR EAVE DETAIL SEE ARCH. DkS. PL4D. S4-4EAT.4IN FES PLAN A35 FER S4EAIAALL SCHEDULE (INSTALL in 240C. 4I.4EE G.4EA- kALL DOES NOT CCCU) T.1.SGE5 PIER PLAN DOU8LE TO ELATES a 2x STUDS a SHEAR PANEL FER PLAN SHEAR TRANSFER DETAIL -.. ..'I,. .V. OCF L4D FF AJ4EL. ..A (TO ROCF SATW) ALL I LOVELACE L ENGINEERING 3ucnrsi OMMO .cd TUW 24 MacWMa'saa _J 64s6wcath=3 Place • Suite 200 San Diego. CaLifornia 92121 619.535.911lPhow 619.535.1989 Thr Joe 0151-7-ic- SHEETNO. ________________________or CALCULATED BY ________________________ DATE CHECKED BY ___________________DATE SCALE SHEAR TRANSFER DETAIL •1 Wilfft. z ••• •j•••........••- -. DATE L LOVELACE ENGINEHNG 34ucbu4 D aTU. 24 Acair &. 1 6496 Weathcr P!ace • Suite 200 Saa Otega. C.1Iforn1a fl121 619.535.91 i. 1 619535.1989 i I I Joe SHEET NQ OF 59 C..CULATW BY CHECXEO BY DATE L LOVELACE ENGINEERING 3ucua1 Dastp anxi TUla 24 EacrV ysa II 6496 Wrtha Place • Suite 200 San Diego. California 92121 619.535.9111 Pw 619.53S.1989 ftm JOB sHeErNo. OF__________ CALCULATED BY DATE CHEC<EO BY ______________________ DATE ø/I4/5 SCALE NOTE: 11415 DETAIL IS FOR 544EAR TRANSFER CNECTION ONLY. FOR EAvE DETAIL PLEASE GEE ACJ-1. I*CG. FL'r'A4D. ROOF 51-IEA11.4IHG PER PLAN ROOF RAFrERL5 PER PLAN - A35 PER 644EA4ALL 5C44ED. DOJ3LE TOP PLATES 51-EAR PANEL PER PLAN - 2x 5W5 a If,'O.C. SHEAR TRANSFER DETAIL t A,,I .1 • • • Joe in SHEET NO. ________________________ OF CALCULATED e __________________________ DATE C)IECXW BY DATE SCALE L ELOVELACE ENGINEERING SctuZ D&n and TU1c 24 c' AnatraLs i1 6496 Weathcr Place • Suite 200 San Dtego. CallforrLta 92121 619.535.9111 Mww 619.535.1989 Fbx I 4 • .; .4 . .. . • . I • - FLTh.D. G(4EANIN A3B PER 54EA4ALL \ 5C4EDULE (NTALL 240C. k-4E SHEAR- --WALL CE NOT OCCUR) a A'p41) TE5 PER PLAN DQJELE TOP LATE3 2x STUDS1O.C. G4EA WAL-L- PER PLAN SHEAR TRANSFER DETAIL k4R5Øeø •L I ENGINEERING LOVELACE Du .irLI 24 M=V Anlr" _I 6496Wther3Ptac.Sute200 - Sn Dtcg. C&x1a 92121 619.535.9111 -- 619.535.1989 i Joe - sHEErNc. _________________________ OF CALCULATED BY - DATE CHECKED BY _____________________DATE SCALE .1 • FLfl4D-C+ZANNC- F=.R. PLAN A35 nR S1'4EAR4ALL 50-4E 1 ILE (INSTALL. 24.C. k.4E 54EAR- kALL DE3 NO Ti C=R) ?4. 51&,7-zf crP C; TJ5SE5 •co : L7p5 FE PLAN ?- EA1 FER PLAN 2. x rz. L.D.44Z. _I/ (4) I(.J. Q 1(2 OC.. - sr,-IPS. '—l'-- SHEAR TRANSFER DETAIL L LOVELACE ENGINEERING 5ractusi Dew nd TIUc 24 Encrly Aaa1y,s 1] 6496 Weathers Place • Suite 200 San Diego. Califon-Ia. 92121 619.535.9111 Phorw 619.535.1989 Fax JOB SHEET NO. _________________________ OF 97 CALCULATED BY DATE CHECKED BY '• - DATE SCALE FLThD. GWEAT4NC PER FLAN A35 PER GI4EAALL E.N. SCHEDULE (INSTALL 24'O.C. k4I-4EE 5-4EA- HALL DOES NOT OCCUR) Id PER SPEAR- WALL SCI.4ED. TRUSSES PER LAN E.N. .N. E.N. DOUBLE TO PLATES 2x STUDS • SHEAR PANEL PER PLAN SHEAR TRANSFER DETAIL HR500115 Joe C115 SHEErNo. CALCULATED BY __________________________ DATE CHECKED BY ___________________ DATE SCALE I: ENGINEERING L LOVELACE I I - aD4tU. II 6496 71cather5 Fla • Sufte 200 San Dtcgo. callfcrxila 92121 619.535.9111 ii 619.535.1989 . .............. I . I fOCF LThD. FERLAN E E.N. 2x a Ié'.C. MIN. BETWEEN Tr--,,Qe CHOROS I (EIL I A3 PER 5l4EA--- 1 ALL 5C4ED. SPEAR PANEL FER FAN (TO OOP 4EATh4INC) 2x STUD R4LL, I I.. I I SHEAR TRANSFER DETAIL I k4Ø53 e I - - . • 7 • •••• - .-.. •, - JOB 1I11(- - L ENGINEERING SHEETNO. I Structural DesIgn and Title 24 £UCX• CALCULATED BY _______________________ DATE LOVELACE ii 6496 Weathers Place • Suite 200 e/Is/s San Diego. California 92121 CHECKED BY ____________________________ DATE 619.535.9111 pftcne 619.535.1989 Fx 'I ... SCALE__________________ . ..... .. '........ ,W..j ... • I I LOV ENGlNENG L I 34 ELACE 1 6496 Weabcm Ptac • 3uift Q0 I qk=igu. CLzt* 921 61 '3-LLLs'is.u. 6193 ISM msi s • • Jo. CAJ=LATM gy cHeo= 5Y CAMP _______________ SCALZ S • '. . I I. 5 • t as • 4 • c4l T 0... CvSZ-"sr= PER Ft-AX -. \ AP44. DL - 2' i?Y'--. pAU- P•E- 7LAi-4 2x 50T. ELATE WI 1d EEA'1i14EACER PER L4I4 ,- .4U' . / 2x LK'G. T4L ANE5 / ,—W/(3)10 Vo.. / /PPAR F=ER PLAN a'I II A F Tr A IL I#-'rrr A II Li JOB LOVELACE ENGINEERING SHEET NO._________________ ' OF.Structural Oes*gn ad TItle 24 £nu, AcaZyia __ CALCULATED BY ___________________________ DATE _1 6496 Weathers Place • Suite 200 San Diego. Callfornla92l2l CHECKED BY _______________________ DATE 619.535.9111 Pane 619.535.1989 Fx SCALE — Ile ( - .. US L............-- :. .. (1). 4 • ... . LLL WU A . .: ... 1< ..- w . .. . .---.. I ... . I I. I. .. .,----.. .. .. .......... ....- . -. I.. ....:91) ILI LU _ 2 ( . 41\ - Ile m LOVEI.:ACE. ENGINEERING 3xtgM DI sad TU1s 24 —1 6496 Wcatbm Place • Suite 200 San Diego. California 92121 619.535.9111 ?ham 619.535.1989 __ Joe ejsli,c.. SHEET NQ 40 OF____________ CALCULATED BY _________________________ DATE CHECKED BY DATE ø/t3t9E SCALE ' I 1 EAR PANEL FER PLAN -. SPEAR PANEL PER ELAN - 2x GThCG a 2x SOT. PLATE '4J Id PER $4EAAALL C4ED. L'r3'4D. 4EATh4NC —FE PLAN -TJI JOIST PER PLAN DOUBLE TOF PLATES SHEARTRANSFERDETAIL ITFS0004 S. : %••.. e'. .... LOVELACE EN(NEER1NG JOG 1511, - SHEET NO. 4) -OF i -J 6496 Weathem Place • Suite 200 CALCU LATED BY _____________________ DATE San Diego. CalIfornia 92121 619.535.9111 w 619.535.1989 _______________________ CHECKED BY ________________________ DATE I SCALE NOTE: WALL G.4ATWNG MAY 5E APPLIED TO EIT14ER SIDE - LCF 5EAALL 2x STUD-SO 1'O.C. 5-4EAc PANEL PER PLAN- 2x SOT. PLATE I"41 16 PER S-EAPAALL GC-IED. E.N. FLTh. 54EATWING PER LM ld PER 5.4EA- HALL. SCHED.- _ II \DL. '' TJ( JOIST PER PLAN TOP PLATES SHEAR PANEL PER PLAN 2x STUDS • iO.C. SHEAR TRANSFER DETAIL - .:uss .- '.s • L LOVELACE ENGINEERING Sftucburt DeW and TItle 24 En' Anaa 1 6496 Weather3 Place • Suite 200 San Diego. California 92121 619.535.9111 fiie 619.535.1989 Fx JOB SHEErNO. 4z. OF CALCULATED BY DATE CHECKED BY DATE SCALE 3£ .i t • . 3£ - - NOTE: WALL 5I4EAT.4ING MAYBE APPLIED TO EITHER SIDE OF 5I.4EA4ALL 2x STUDS 19 I'O.C. SHEAR PANEL PER PLAN — EK .iri Joisi PER PLAN 2x SOT. PLATE 4/ Id PER Sf4EAPAALL 5C14ED. PL'rD. SI4EATWINC. PER PLAN E.ft SHEAR PANEL PER PLAN TJI JOIST A35 PER SPEAR- PER PLAN WALL SCI4ED. PL. TOP PLATES 2x STUDS • SHEAR TRANSFER DETAIL HRSØ2 .-..J.:r:..' .%:i,,, : .i •,..I.I'. s:..... - its LOVEL.ACE I ENGINEERING 43 5' I 5uca.I DMOV3 a4flU. 24 Macra Analrft CALCULATED BY DATE t 6496 Wcather3 Place • Suite 200 San Diego. Callfonila 9121 CIECXED BY ______________________ DATE 619.535.9111 fficvw 619.535.1989 Fx SCALE . 43 • 1 • : • : J .'• • • 'i'.'. - NOTE: WALL 5.4EAT1.4 MAY EE APPLIED TO EIT1-4E GIDE OF 5I.4EA4ALL —2x STUDS I'Q.C. 2x EOT. FLAT! I.'4/ Id SHEAR PANEL FER SHEAfa4ALL SC4ED. P=_R PLAN / FLD. $ATI-ilNC FLAN JN JOIST PER PLAN FE 5EAR- TJI JOIST I4ALLCI-4ED. FIER PLAN DeL. TOP PLATES GI4EAR PANEL -7-,, PER PLAN _ sruc's • Ie'o.c. SHEAR TRANSFER DETAIL DET-I8 JOB I • LOVELACE .• ENGINEERING SHEErNO. I I 3a1 D CALCULATED BY ________________________ DATE —II 6496Wth Place 'Suite 200 I San D a, Ca11flrnLa 92121 CHECKED BY DATE - 619.535.9111 ^mw 619.535.1989 Fax SCALE P 3 Ii 4 • 1 34 p . • * i • • P I 5I-4EA4ALL PER PLAN 2x4 1BOT. PLATE NI 1d PER EAR- HALL. 5C-4EDULE EN: 5N- 1-314s t1CRLAN LO&G- - 1-- 1'L rI A35 PER S-W. SC;4ED. TOP TJI JOIST PLATES PER PLAN GI-4EAP,4ALL PER PLAN SHEAR TRANSFER DETAIL ET-I I II A r T1% A k I,rrF rI A II zi JOB L L-LOVEACE ENGINEERING __ CALCULATED BY DATE A. 6496 Wtha Place • Suite 200 San Diego. Califbrula 92121 CHECKED BY DATE 619.535.9111 PPW 619.535.1989 !x I SCALE $4,........................- NOTE: WALL 5MEATWINCi MAYBE APPLIED TO EITHER SIDE OF 5WEA,4ALL 2x GVJG a IO.C. SHEAR PANEL PE PLAN EX 2x SOT. FLAT! / Id 6I-4EAR'4ALL C-4ED. r FL. -S44EATHIW-- PER PLAN F4JN JOIST PER PLAN EN/2. TJI JOIST PER SPEAR- FIER PLAN WALL GC44Ec. SL. TOP PLATES GI4EAR PANEL - FEF PLAN -2x GWG in I'O.C. .%I$9N1 ..-•-..,. L LOVELACE ENGINEERING Structural Design and TItle 24 Energy Analysis. 1 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 Fax JOB GI5fl1C. SHEET NO. -OF CALCULATED BY DATE CHECKED BY DATE SCALE PLThD. SHEATHING PER PLAN S.N. TJI JOIST PER PLAN A35 PER SHEAR- WALL 5CI4E. I3/4N MICROLA1 Rff•1 JOIST PER / PLAN -_----- SWEA4ALL PER PLAN SHEAR TRANSFER DETAIL TF5ØIfl !W.L '. .-, ........- .... JOB C15v11 L LOVELACE ENGINEERING SHEET NO. I OF Stmcturva Design and Title 24 CALCULATED BY ___________________________ DATE 1 6496 Weathers Place • Suite 200 San Diego, California 92121 CHECKED BY _____________________________ DATE 619.535.9111fione 619.535.1989x SCALE 3 •l5e551 S.2.i 5 23 S S S S S S S - 5 22 NOTE: SECOND FLOOR WALL TO BE 0-4EATI-E PRIOR TO THE INSTALLATION OF THE LONER ROOF LEDGER 5-EARJALALL PER FLAN--- 2x SLOCK'Cs. N/ CONTINUE FLOOR - __- FL'rN. TO EXTERIOR NALL A3ff. 2x 60T. PLATE NI 24 O.C. 1d PER SHEAR- ,-WALL SCHEDULE 1-3/4"MICROLAM A35 PER TJI JOIST PER PLAN TJI HAWSERS S1-1EA'4ALL PER PLAN --- E4J1 PER PLAN --• PPCSSJCT 73-1 ,5s3ir .1s3 01471 TC Oer PHONE 705s 1000 - 59 LJ LOVELACE iic. ENGINEERING SMUCCUVW O sadThi. 4 7i* CF i6496 Wc5th Race • Suite OO tji. BY DATE San Dtcgo. California 92131 619.535.9113. w 619.535,1989 .ox CECKEO BY DATE SCALE 4. SPEAR FAEL 2x STUDS I FER FLAN 2x F.T. ECT. FLATE W/ A.S. FER SPEAR- HALL SCHED CQ4CETE S-LAB = 1' E.N.11( /T PER FLAN . p SrEINF.SA TCF * 50T. 1_4 .4~% hk IT r, !# rr -r A II I .. Joe -7 LOVELACE . ENGINEERING SHEET NO. OF i5c 5ucCuri1DIgn an4TUc 24 _] 6496 Wcath P!ac • Suite 200 L CALCULATED BY ______________________ DATE San Diego. California, 92121 CHECKED BY _____________________ DATE 619.535.9111 PIICA. 619.535.1989x SCALE . : - . SPEAR PANEL 2x STUDS a , FIER PLAN 2x F.T. 50T. PLATE W/ A.. FER PLAN L 544F AR WALL SCHED =NCRESETEE SLAB v FER 4 •// FLAN _____ • ____ ,' ,'t F - ____ - I a, I _ £ II - Joe LOVELACE ENGINEERING SHEET NO. 34%ictuml Demm .4•Ui, 24 F.ayi CALCULATED BY __________________________ _JI 6496 Weath Pac • Suite 200 San Diego. California 92121 CHECKED BY_________________OATE SCALE • ..: •.'4 •.• . • 5f4EAPANEL. PER FLAN 05 TEINF. EAR - C'NT. TOP 4 ST. _2x4 511JD5 • l'O.C. 2x4 P.T. SOT. FLATE k/AB.FSPLAN 4 FER PLAN ___ — CONTE SLAB L4 I — 4• / / / 1' r N 11 31 CONTINUOUS FOOTING Ffføt34 ENGINEERING &t1 24 A*LZ CAI.CULATED 6496 WeatheT Ptace • Suite 200 San La SHEErNO. 51 .p 3=aa1D BY DATE Diego, Californta 92121 619.535.1989 Thx ....... ... . CHECKED BY DATE619.535.9111 SCALE G4EA4ALL PER ELAN CONC. 5LA -PER FLAN- E.N. 2x P.T. PLATE kl A.. PER 5C4W. C•4C. 5LA5 ,---r-'ER PLAN \ g CNT. BAR TOP 4 srcri CONTINUOUSGARAGE 01.315 0 ••'_ S , Ill. ..4:., ••St fl.• 4 . L LOVELACE ENGINEERING Structural Design and T1Ue 24 Energy Analysis 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 Fax JOB SHEET NO. 5Z. OF CALGULATED BY DATE CHECKED BY _______________________________ DATE SCALE L L LOVELACE I ENGINEERING I Structural Design and Title 24 Energy Analysis -I 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 Fax JOB 15)11 SHEET NO. CALCULATED BY CHECKED BY SCALE OF DATE DATE 4J - Y — I~l 5-r°r .s'I ,- •• Ti?. - — - - ?Od 3OO LJi Ii \\ \\• •\ ... .• _...1 : --_ _ -@• \ o Z/j c. 24 "o&\ -- . . Z .'- '—i /_ 1P I- E-. .. 61 L LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysis 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 Fax JOB SHEET NO. OF... CALCULATED BY DATE CHECKED BY DATE SCALE SI 4 L LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysis 1 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Phone 619.535.1989 Fax JOB SHEET NO. _________________________ OF CALCULATED BY ____________________________ DATE CHECKED BY _______________________________ DATE SCALE ift4 o,.JlC'l [ Ft-1I.J '.11 4 r't •-/ 1sr4% 1c 4 x 4 L. DATE DATE CALGULATED BY CHECKED BY - SCALE ________ LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysis 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Ptwrte 619.535.1989 Fax JOB SI71C. SHEET NO. OF — 4; CK FAI i,4- rn -0 L LOVELACE ENGINEERING Structural Design and Title 24 En=' Analysis 1 6496 Weathers Place • Suite 200 San Diego, Ca.lifomla 92121 619.535.9111 Phone 619.535.1989 Fax JOB 15l17 SHEET NO. ___________________________ OF S5 CALGULATED BY DATE CHECKED BY ____________________________ DATE SCALE H 4 Ki 4, \ ,- 0" •4IJ. (-4 Df LAr 1 LE.J6\) ,-. At fg13 17 3 (F-i) Pr I ,, I r-ir. ( iri . Ii A i4 DATE DATE CALCULATED BY CHECKED BY - SCALE _______ L LOVELACE ENGINEERING Structural Design and TItle 24 Energy Analysis II 6496 Weathers Place • Suite 200 San Diego, Caiifornla 92121. 619.535.9111 Phone 619.535.1989 Fax JOB SHEETNO. OF L LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysis 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Phone 619.535.1989 Fax JOB SHEET NO. CALGIJLATED BY CHECKED BY SCALE __ OF ___59 __________ DATE / -1 II I (yio -iT A T-r II. i5 Tsr/ . A F t- FL A . jNT V1. r1 14 c , 1 'I'- .T ::: r To . So 3 51 4 I 'I4 ' / 4- Tr1 L.Th4_ AN>\ Oty - I / Truce oe • $27 / 1/8 - LLOR SPWIFIC iMS Too OKWd 2x 4 OTO. -L t curd 2x 4 a 01 g 131R. OF-L W8 Ploc. 2a 4 a #1 9 6R. DF-4. KARING REMJIRMNYS 0ARIn8 ACT. SIZE PCO SIZE LOS 81 . 3.50 In. 1.50 In. 1083 81 3.50 !. 1.50 in. *083 DEARIMS OUST ACCOMMODATE HORIZONTAL PLATING BASED ON 6R1E94 1t0R AT TIPIE OF flA4EACT. Top C08 Bottom C4441 Wfts T F -3361 8 1 3*75 W I - 66 II 2 - -031 T 2- -2380 8.2- 3276 v 3 - 1137 W 8 -031 TS--235063- 3175 45' 66 T 4 -3381 2 6- 3275 Too cs Bottom C440 woos I 2- 0.985 8 1- 0.568 W I - 0.006 84 2 - 0.654 72-0.47082-0.568 843-0.103844-0.554 T-0.47063.0.508 843-0.006 I 4- 0.085 5 4- 0.568 I SPECIAL, PLATE P S1Tft3I1 CHART St.no.id Uniform Loading 0') JOINT# L 1n) V. Ilia £14521 TCu. • 18.0 TL - 18.0 .SCG.. - 10.0 95.0 PSF 16uCtOn In 6otto CN*rl 1 1.00 2.33 *1.6 Incr. - 2.250 3 0.00 -3.70 08.0 LIVE LOAD DEFLECTION BASED ON 1/280 5 -1.00 2.33 -11.0 7 -0.00 2.60 8.0 7-2-6 s--io 6-3-10 R3;45 7:2- 5-11-9 I 2430 7305 48105 1243 Q214 3 .50 2.50 3275 6-5-6 7-0-10 2-0-0 ___________ FTr.-6 $ '-------- 2-0-0 27-0-0 0VE42411 SPAN PLAIE COOS SPACING DATE 143000 S4r..Daeg . 21.00 D.C. 3/6/85 . 44 A TrusPlus Design TRUS%M b. AWWWWASYSrEM °AO76t4OQ1 TRLMWA& SYSTEMS CCORAT)N TILE/ 513C7/ Ver5le41 4.23 DESIGN CRITERIA DESIGN FOR TYPICAL GABLE END TRUSS IC LL • lb Pc IC DL 14 PS SC DL 10 PSf TOTAL 40 0 1.5 DL. FACTOR DRBtBn for typical cable and WW88 SPACING 24 IN ON CIR. TOTAL LOAD VERT. DEFL. •0.0 CODES USC TPI-8S & NDS-86 REFER TO ICSO REPORT NO.4451 FOR .32 co loth sides of truss or . .34 an one aide METAL-LOCK CONNECTOR PLATE VALUES at truss only, or 4-oAtttch 14 g. RtApIRA • 113'. coo 2'. long - or i-d or 2-I6 -- .le r: ?- No. 15124 \ clv".- c METAL LOCK 34 j5ote Vent. 01*cks may be emit ted where no vent Is required. '. 2-16d J mat W lIne GABLE END REARING Job norr GSBLE Type GABLE END DETAILS 04724-1993 Dog 511-4631 COPYRIGHT 1993 w lt!11*IL!IJTII GO€RAL NOTES : ) PLATES SMALL if CEKI"ERED ON EACH JOINT ON EACH FACE G TRUSS &&; UTERVISZ HIIt1 PLATE SIZES ARE TED IN DIGITS. IN INCHES. ALL LATERAL BRACING. PAY me PANEwT. SHALL BE DESIGNED AVD PROVIDED BY OTHERS. ) TRUSS O(Sl4 REQUIRES 1X4 CONTINUOUS LATERAL BRACING RE NOTED BY ASTER ICE( ). ) DESIGN ASS*S THAT LATERAL BRACING IS PROWDED AT HAS!- PEAl SPACING. OF 30" ALONG TOV CP131D M 100" ALEItO BO1TI CHORD. DES IGN ATSumES THAT ADEQUATE DRAINAGE IS PROVIDED. > THE BUILDER (35 ERECTION CON- Cato'.t for 2 '. 4 INId (let Tff,CT[35 IS FESPORSIBLE FOR tApacing per building plans) Cutout for 2 at Laid flat PROPER VOOD TRUSS INSTALLA- TION. ) PROVIDE 3.5" MIN. BEARING '.1111TH AT SLPPOPTS IAD_CS OTI0R VISE IAITEO ) DESIGN IN ACCA1tE WITH 196Z PQS AND 2500 IEC CODE. 'OFF-STUD CUTOUTS I x 4 wIth "ON-STUD" CUTOUTS (by Wilder) DETAILS FOR 2X4 OUTLOOKERS FURNISH A COPY OF THIS DESIGN TO THEE ERECTICIN CONTRACTOR COAST TO COAST . TRUSS INC GORGE ROAD 92120 CONSULVING CIVIL 4403 1400CHMM AVE.- SUITE ZR ENGINEERING1! A 1 / Truss none SPECIAL PLATE POSITIONING 044151 Stmndwd LiiforS Wading WW) JOINT* L fin) Y (InS ANGLE TO.!. • 15.0: lCD.. - *4.0; SOIL - *0.0: I5.0 PSF Reduction In Bottom al.ad I 2.28 1.20 0.0 Increase - 1.260 2 0.00 -3.72 60.0 LIVE LOAD DEFLECTION EASED ON 1/240 3 -2.28 1.20 0.0 LJ5R SPECIFICATIONS Top Chard 2z 4 I 09 9 8TR. OF-(. But cOfd 2z 4 I. I. S. SIR. 0F.-t. Web Place 2z4I Of 0TR.0. SEARING REQUIREMENTS SEARING ACT. SIZE REG. SIZE LBS 8* 3.50 In. .50 In. 700 -- 81 3.50 _1:0. In. 700 PLATING BASED ON GWEN LAR AT TIME OF Tap Cho Bottom Cd •.•Webs I 1- -508 8 1- C43 N 1 77 1 2- -608 8 2- 843 Top Did Bottom Did VOOS 0.564 6 1- 0.316 St I • 0.0*0 0.584 8 2- 0.3*6 I . 153245 VESSIon - A-C-C to.48993 0ERALL s' . AA \ExP.2G tL!; Cl AL or PLATE CODE SPACING R8000 SI-.CslOo 24.00 D.C. A TrusPlus Design 151NQ36' SDCT/ S.00T/ Version 4.25 'J1 1I i cro tL I.. 2 VA IF wi fill 4--u, , L.L,I. .4 Eli U 11 CR - U2 tam mu. I., 4 r& 42) r' RIO 11 Q B e g 3 . a coo VI 06 • a. p lb ti ORO 666 - - ..- S. LUMBER 9tcrncAn0is -.------.--,---- Top apti Bottom D0 -.- Webs ----------- SPECIAL PLATE FUSITIOGNS 13I4fiT Top Cl%O-0 2x A e 01 S STR. OF-I. T 3 -2138 8 1- 1990 V I - 80 V 2 - -703 Standard thlfwa 1o0top fISF1 JOINT# * (w V: (In) A1LE Oat Chard 2a & a 01 C 818. DF-.. T 2- -1451 8 2- 3990 V 3 651 VA - -703 TOi. - 35. T. • 34.0 8(01 - 1C.0 -- Web Piece 2i 4 U 03 5 519. OF-I. 1 3. -1451 B 3- 1990 V 5 - 80 a5.0 PSF Rtictin In Bottom Dwrd 3 5.20 2.00 0.0 7 4- -2158 5 4- 19W Increase - 1.250 3 0.00 -3.79 90.0 LIVE 1040 DEFLECTION BASED ON 1/240 S -4.20 2.00 0.0 Top Did Bottom Did Webs BEARING OFJ1EIITS 7 1- 0.749 8 1- 0511 V 1 0.010 V 2 - 0.309 BEARING ACT. SIZE 850. SIZE 185 0509 8 2- 0.511 V 3 • 0.035 V 4 • 0.309 - St 3.50 In. 1.50 In. $277. 0.5990 3 0.531 V 5 0.010 - 51 3.50 In. 1.50 In. 1117 1 4- 0.749 B 4- 0.511 08ACIIIB 11EPIDERS S13 87 5 UK M. REOUI RED - 154 CDI4TIMJ5 LATERAL BRACING ATTACHED WITH TWO (23 80 NAILS. - PLATING BASED ON MEN UAIS€R AT TIME . - OF NAII3FACTI$3E. 8-4-5 7-10-8 7-10-8 3 —3 0-4-8 84045 7-1-5 U 82430 4590 82430 4045 8-0-4 8-2-12 4045 2-0-0 8-2-12 8-0-' 3 I 32-6-0 OVERALL SPAN 44 3 No.4899 r Exp. 9-30-96 1 OF PLATE (005 SPACING RATE 85000 S.n.0I.po 24.00 D.C. 11/21/94 usPhs Design CA325LW15fl7 #52451/ $CCT/ Version 4.25 PIPJZJ;h Gtv - I I Truec name - 532 # 1/0 'V IIIISEP SPECIFICATILMS Top Dd Bottom Chd Web* Standard U,lfora Loading (Pu) SPECIAl. PLATE PUS ITIONING CHART JOINTA X (in) Y: (in) ANGLE Top Chard 2x 4 I #2 9 SIR. CF4. Sot Chord 2x 4 a 02 ; SIR. OF-L T 1 -8350 5 1- 4091 T 2- -3958 9 2- 3445 V I - -370 V 2 - 430 II 3 - -792 V 4 - 1852 TCU. - 26.0; ICOL 14.0; BCZL - 20.0; -- Web Place 2z 4 a 0* 9 SIR. CF-L 1 3- -2322 63- 3445 V 5 -792 V 5 430 a5.0 PSF Reduction in Bottom Chord 1 4 1.13 0.00 2.48 -4.00 11.8 90.0 WEB Place A . -2522 9 4- 4091 1 5- -3950 V 7 - -370 Increase - 1.250 LIVE LOAD DEFLECTION BASED ON (.1240 7 -1.73 2.40 -12.8 2x S I 02 CF-i. 9 0.00 2.45 0.0 -4350 Top Chd Bottom C2d Webs BEARING REOWREMENTS T 1- 0.9189 1- 0.773 V 1- 0.049 V 2 • 0.055 BEARING ACT. SIZE RED.-. SIZE LBS 1 2- 0.426 9 2- 0.598 N 3 - 0.337 V 4 - 0.241 at 3.50 In. 1.50 In. 1250 1 3- 0.295 B 3- 0.694 V 5 - 0.337 V 6 - 0.055 BI. 3.50 In. 1.50 In. 1250 1 4. 0.295 B 4- 0.779 V 7 - 0.049 -. 15-0.426 - BEARING'S 11.151 ACC7109ATE HORIZONTAL 1 6- 0.9*0 MOVEPIENT. PLATING BASED ON GREEN ILAIBER AT TIM OF HANtFAC1LE. 5-11-6 5-1-11 4-10-15 -1 4-10-15 5-1-11 5-11-6 P4561) 12 12 3290 7-7-2 e-&-:t. 3290 o.(O No.48993 7-7-2 ?- Li EXP. 9-30-96 .11 0 C OVEPALL SPAS. 'k4t PLATE P5090 CODE SPACING Sa.0zpqa . 21..00 0 C A TrusP1us -Design [M—M CA 151N036 SO,Cl/ SDCTI versIon 4.26 BARRY AND ASSOCIATES GEO TECHNICAL ENGINEERING P.O. Box 230348 Encinitas, CA 92023-0348 (760) 753-9940 November 3, 1997 Mark Atefi 4140 Portilla Place San Diego, California 92130 Subject: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single Family Residence Levante Street at Nueva Castilla Way Carlsbad, California 92009 A.P.N. 216-180-43 Dear Mr. Atefi, In response to your request, we have performed a preliminary geotechnical investigation at the subject site for the proposed single family residence and garage. The findings of the investigation, laboratory test results and recommendations for grading and foundation design are presented in this report. From a geotechnical point of view, it is our opinion that the site I is suitable for the proposed residence and garage, provided the recommendations in this report are implemented during the design and construction phases. I If' you have any questions, please contact us at (760) 753-9940. This opportunity to be of service is appreciated. Respectfully submitted, A.R. BARR ASSOCIATES A.R. Barry, Principal Engineej C(3173q(11~ PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single Family Residence Levante Street at Nueva Castilla Carlsbad, California A.P.N. 216-180-43 Prepared For: Mark Atefi 4140 Portilla Place San Diego, California 92030 I November 3, 1997 W.O. P-1535 Prepared By: BARRY AND ASSOCIATES P.O. Box 230348 Encinitas, CA 92023-0348 TABLE OF CONTENTS INTRODUCTION .2 SITE CONDITIONS .............................................2 PROPOSED DEVELOPMENT ........................................2 SITE INVESTIGATION ..........................................2 LABORATORY TESTING ..........................................3 GEOTECHNICAL CONDITIONS .....................................3 A. Soil ................................................3 B. Expansive Soil ......................................3 C. Liquefaction ........................................3 D. Groundwater ........................................4 CONCLUSIONS AND RECOMMENDATIONS .............................4 A. GENERAL ................................................4 B. GRADING ...........................................4 C FOUNDATION .......................................4 D SLABS ON GRADE ....................................5 E. DRAINAGE ..........................................6 F. FOOTING INSPECTION ...............................6 G. PLAN REVIEW .......................................7 LIMITATIONS .................................................7 APPENDIX A ...........SITE PLAN APPENDIX B ............GRADING SPECIFICATIONS November 3, 1997 W.O. #P1535 Page 2 I INTRODUCTION This report presents the results of our preliminary geotechnical I investigation. The purpose of this study is to evaluate the nature and characteristics of the earth materials underlying the property I and their in fluence on the proposed single family residences and garage. SITE CONDITIONS I The property is located on the south side of Levante Street, I between Galicia Way and Nueva Castilla Way, in the City of Carlsbad, California. See site Plan. The lot slopes gently upward I from the Levante Street to the south at an average rate of approximately 7%, then descends steeply to the adjacent property I below. The graded lot is void of vegetation. The adjacent I properties to the east, west, and south are developed with single family residences. I PROPOSED DEVELOPMENT I Plans for the project have been prepared by Robin Franklin, Architect and provide for a two story single family residence and I garage. SITE INVESTIGATION I The investigation consisted of the excavation of three trenches with a backhoe to a maximum depth of 6 feet. Earth materials were I November 3, 1997 W.O. #P-1535 Page 3 visually classified and logged by our field engineer. Bulk samples were obtained and transported to the laboratory for analysis. Visual observation of the property including existing site drainage, topographic conditions, soil condition and type, potential expansion of on-site soils and determination of an allowable soil bearing value. I LABORATORY TESTING Classification I The field classification of soils were verified through laboratory I examination in accordance with the Unified Soil Classification System. The final classification is indicated below. I GEOTECHNICAL CONDITIONS Soil I Soils encountered in our backhoe excavations consists of 6" of top soil underlain with tan to yellow formational sandstone. Expansive Soils I Clay soil encountered in backhoe trench #TP-2 have an expansion I potential in the low to medium range and are classified as clayey Sand and Sandy clay. Final potential soil expansion will be determined at footing depth after grading and footing excavation. I Liquefaction The soils on the site are not considered subject to seismically I November 3, 1997 W.O. #P-1535 Page 4 induced soil liquefaction and soil instability due to such factors as soil type, density and lack of groundwater. Groundwater No evidence of groundwater was observed during the course of exploration and major groundwater related problems are not anticipated during construction. CONCLUSIONS AND RECOMMENDATIONS General The on site soils are suitable for the proposed grading and the support of the proposed single family residence and garage provided the recommendations in this report are implemented during the design and construction phase. I Grading Grading will be minimal and will consist of creating a level pad I for the slab on grade. See attached grading specifications, Appendix B I Foundation General I Footings for the proposed residence and garage should be a minimum I of 12 inches wide and founded a minimum of 12" and 18" below grade for one and two story residence and garage. Due to the presents of clay soils in TP-2 the depth of footings near the rear of the November 3, 1997 W.O. #P-1535 Page 5 residence may have to be deepened during footing excavation and will not be known until footing excavation. Footings founded a minimum of 12" and 18" below grade may be designed for a bearing value of 1000 psf and 1500 psf for one and two story structures respectively. i The bearing value indicated above is for the total of dead and applied live loads. This value may be increased by 33 percent for I short durations of loading, including the effects of wind and seismic forces. 1 Resistance to lateral load may be provided by friction acting at the base of foundations and passive earth pressure. A coefficient of friction of 0.3 should be used with dead-load forces. A passive earth pressure of 250 pounds per square foot, per foot of depth of fill penetrated to a maximum of 2000 pounds should be used in the design. Minimum steel reinforcement should consist of 2-#5 bars one placed 3" from the bottom of the footing and one placed near the top of the footing. 1 Slabs on grade Slabs on grade should be a minimum of 4.0 inches thick and I reinforced in both directions with No. 3 bars, placed 18 inches on November 3, 1997 W.O. #P-1535 1 Page 6 I center. The slab should be underlain by a minimum 4-inch sand blanket which incorporates a minimum 6.0-mil Visqueen or equivalent I moisture barrier in its center, for moisture sensitive floors. Utility trenches underlying the slab should be bedded in clean sand to at least one foot above the top of the conduit, then backfilled with the on-site granular materials, compacted to a minimum of 90 1 percent of the laboratory maximum dry density. However, I sufficiently compacting the backfill deposits may damage or break shallow utility lines. Therefore, minor settlement of the backfill in the trenches is anticipated in these shallow areas. To reduce I the possibility of cracks occurring, the slab should be provided with additional reinforcement to bridge the trenches. 1 Drainage I All roof water should be collected and transported to the street via non-erodible device. Pad water should be directed away from I foundations and around the residence to a suitable location. Pad water should not pond. Roof gutters are recommended. Footing Inspections Structural footing excavations should be inspected by this firm 1 during the excavation and prior to setting formes. November 3, 1997 W.O. #P-1535 Page 7 I Plan Review A copy of the final building plans should be submitted to this I office for review, prior to the initiation of construction. Additional recommendations may be necessary at that time. I I LIMITATIONS This report is presented with the provision that it is the I responsibility of the owner or the owner's representative to bring the information and recommendations given herein to the attention of the project's architects and/or engineers so that they may be incorporated into the plans. I If conditions encountered during construction appear to differ from 1 those described in this report, our office should be notified so I that we may consider whether or not modifications are needed. No responsibility for construction compliance with design concepts, I specifications or recommendations given in this report is assumed unless on-site review is performed during the course of I construction. The conclusions and recommendations of this report apply as of the I current date. In time, however, changes can occur on a property I whether caused by acts of man or nature on this or adjoining properties. Additionally, changes in professional standards may be 1 brought about by legislation or the expansion of knowledge. Consequently, the conclusions and recommendations of this report I may be rendered wholly or partially invalid by events beyond our November 3, 1997 W.O. #P-1535 Page 8 control. This report is therefore subject to review and should not be relied upon after the passage of three years. If you have any questions, please do not hesitate to contact our office at 753-9940. The opportunity to be of service is greatly appreciated. Respectfully submitted, A.R. BARRYD ASSOCIATES At. R C. R. Principal Eng GE 119 Exp. 3/31198 ,oEk P P IE NI C) I ) I I I I I I I I I I I I I I ZZE VeL, IV Z—F— S. TEST PIT LOCATION PLAN p :a I I I APPENDIX B RECOMMENDED GRADING SPECIFICATIONS GRADING INTENT The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled and placing and compacting fill soil to the lines and grades shown on the accepted plans. The recommendations contained in the preliminary geotechnical investigation report are a part of the recommended grading specifications and would supersede the provisions contained herein in case of conflict. INSPECTION AND TESTING A geotechnical engineer should be employed to observe and test the earthwork in accordance with these specifications. It will be necessary that the geotechnical engineer or his representative make adequate observations so that he may provide a memorandum that the work was or was not accomplished as specified. Deviations from these specifications will be permitted only upon written authorization from the geotechnical engineer. It should be the responsibility of the contractor to assist the geotechnical engineer and to keep him apprised of work schedules, changes and new information and data so that he may provide the memorandum to the owner and governmental agency as required. If in the opinion of the geotechnical engineer, substandard conditions such as questionable soil, poor moisture control, inadequate compaction, adverse weather, etc. are encountered, the contractor should stop construction until the conditions are remedied. Unless otherwise specified, fill material should be compacted by the contractor while near the optimum moisture content to a density that is no less than 90 percent of the maximum dry density determined in accordance with ASTM Test No. D1557-78 or other density test methods that will yield equivalent results. CLEARING AND PREPARATION OF AREAS TO RECEIVE FILL All trees, brush, grass and other objectionable material should be collected, piled and burned or otherwise disposed of by the contractor so as to leave the areas that have been cleared with a neat and finished appearance, free from unsightly debris. I I APPENDIX B Page 2 All vegetable matter and objectionable material should be removed by the contractor from the surface upon which the fill is to be placed, and any loose or porous soils should be removed or compacted to the depth determined by the geotechnical engineer. The surface should then be plowed or scarified to a minimum depth of 6 inches until the surface is free from uneven features that would tend to prevent uniform compaction by the equipment to be used. When the slope of the natural ground receiving fill exceeds 20 percent (5 horizontal to 1 vertical) , the original ground should be stepped or benched as shown on the attached plate. Benches should be cut to a firm, competent soil condition. The lower bench should be at least 10 feet wide and all other benches at least 6 feet wide, ground slopes flatter than 20 percent should be benched when considered necessary by the geotechnical engineer. FILL MATERIAL Materials for compacted soil should consist of any material imported or excavated from the cut areas that in the opinion of the geotechnical engineer is suitable for use in construction fills. The material should contain no rocks or hard lumps greater than 12 inches in size and should contain at least 40 percent of material smaller than 1/4 inch in size. (Materials greater than 6 inches in size should be placed by the contractor so that they are surrounded by compacted fines; no nesting of rocks will be permitted.) No material of a perishable, spongy or otherwise improper nature should be used in filling. Material placed within 36 inches of rough grade should be select material that contains no rocks or hard lumps greater than 6 inches in size and that swells less than 3 percent when compacted (as specified later herein for compacted fill) and soaked under an axial pressure of 150 psf. Potentially expansive soils may be used in fills below a depth of 36 inches and should be compacted at a moisture greater than the optimum moisture content for the material. PLACING, SPREADING AND COMPACTING OF FILL Approved material should be placed in areas prepared to receive fill in layers not to exceed 6 inches in compacted thickness. Each layer should have a uniform moisture content in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction to a minimum specified density with adequately sized equipment, either specifically designed for soil compaction or of proven reliability. Compaction should be continuous over the entire area and the equipment should make I APPENDIX B Page 3 sufficient trips to ensure that the desired density has been obtained throughout the fill. When moisture content of the fill material is below that specified by the geotechnical engineer, water should be added by the contractor until the moisture content is as specified. When the moisture content of the fill material is above that I specified by the geotechnical engineer, the fill material should be aerated by the contractor by blading, mixing or other satisfactory methods until the moisture content is as specified. I The surface of fill slopes should be compacted and there should be no excess loose soil on the slopes. UNIFIED SOIL CLASSIFICATION Identifying Criteria Group Symbol Soil Description COARSE-GRAINED (more than 50 I percent larger than #200 sieve) Gravel (more than 50 percent GW Gravel, well-graded larger than #4 sieve but gravel-sand mixture, smaller than three inches) I little or no fines Non-plastic GP Gravel, poorly grad- ed gravel-sand mix- ture, little or no fines I GM Gravel, silty, poor- ly graded, gravel- sand-silt mixtures GC Gravel, clayey, poorly graded, grav- el-sand-clay mixture Sands (more than 50 percent SW Sand, well-graded, smaller than #4 sieve) I gravelly sands, little or no fines Sand, poorly graded, I SP gravelly sands, I little or no fines I I I I APPENDIX B Page 4 SM Sand, silty, poorly graded, sand-clay mixtures. FINE-GRAINED (more than 50 percent but smaller than #200 sieve) Liquid limit less than 50 ML Silt, inorganic silt and fine sand, sandy silt or clayey-silt- sand mixtures with slight plasticity CL Clay, inorganic clay of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays Liquid limit greater than 50 OL Silt, inorganic, silts and organic silt-clays of low plasticity MH Silt, inorganic, silts micaceous or diatomaceous fine, sandy or silty soils elastic silts CH Clay, inorganic, clays of medium to high plasticity, fat clays OH Clay, organic, clays of medium to high plasticity HIGHLY ORGANIC SOILS PT Peat, other highly organic swamp soils I APPENDIX B Page 5 I INSPECTION I Observation and compaction tests will be made by the geotechnical engineer during the filling and compacting operations so that he can state whether the fill was constructed in accordance with the I specifications. The geotechnical engineer will make field density tests in I accordance with ASTIVI Test No. D1557-78. Density tests will be made in the compacted materials below the surface where the surface is disturbed. When these tests indicated that the density of any layer of fill or portion thereof is below the specified density, I that particular layer or portion should be reworked until the specified density has been obtained. The location and frequency of the tests well be at the soil engineer's discretion. In general, the density tests will be made at an interval not exceeding 2 feet in vertical rise and/or 500 cubic yards of embankment. PROTECTION OF WORK I During construction, the contractor should properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. He should control surface water to avoid damage to I adjoining properties or to finished work on the site. The contractor should take remedial measures to prevent erosion of freshly graded areas and until such time as permanent drainage and erosion control features have been installed. CERTIFICATE OF COMPLIANCE -' Q CITY OF CARLSBAD Plan Check No.1 '- COMMUNITY DEVELOPMENT 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad CA 92009 (434-0661) Encinitas Union 101 South Rancho Santa Fe Rd. Encinitas CA 92024 (944-4300) Project Applicant: Project Address: San Marcos Unified 1290 West San Marcos Blvd. San Marcos CA 92024 (744-4776) San Diegito Union High School 710 Encinitas Boulevard Encinitas CA 92024 (753-6491) APNØ/ RESIDENTIAL: SQ. FT. of living area sF ng units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/INDUSTRIAL: SQ. FT. AREA _________ 7 '77 Prepared by ____A kX24, Date /,t// FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $ Comm/Indust Fee L9vied: $ /,Z 4 ; //-; I/W School District Official ___ based on ___13 sq. ft. @___________ based on sq. ft. @ itle Date CERTIFICATE OF COMPLIANCE 1 CITY OF CARLSBAD Plan Check No COMMUNITY DEVELOPMENT 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad CA 92009 (434-0661) Encinitas Union 101 South Rancho Santa Fe Rd. Encinitas CA 92024 (9444300) Project Applicant: Project Address: San Marcos Unified 1290 West San Marcos Blvd. San Marcos CA 92024 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas CA 92024 (753-6491) APN2J_L -á-43 RESIDENTIAL SQ. FT. of living area Z'74 F ing units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/INDUSTRIAL: SQ. FT. AREA Prepared by Z' LC Date 77 FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $24Ig./1 based on __ sq. ft. @ Comm/Indust Fee Levied: $ based on sq. ft. @ /-J 7_q Ti Date LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends intothe subsequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on thetax roll inthesame manneras property taxes. The full sewer service charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually commences on a different date. The prorated sewer service charge shall not be required in those application for sewer permits for subdivisions. Such applicants shall be required to notifythe District, on forms provided bythe District, of escrow closing on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it must be installed by the owner/applicant in conformance with the specifications, rules and regulations of the District and subject to inspection by the District. A DISTRICT INSPECTOR MUST BE ON THE SCENE AT.THE TIME OF CONNECTION. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is also responsible for the construction, at the applicant's expense, of the building of sewer from the applicant's plumbing to the point in the Street (or easement) where a connection is made to the service lateral and for construction, maintenance and connection of the service lateral to the main line. IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED.-ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CON- SIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. ALL SUCH CONNECTIONS MUST BE MADE WITH AN LCWD INSPECTOR ATTHE SCENE ATTHE TIME OF CONNECTION. IF, FOR ANY REASON, A CON- NECTION IS IMPROPERLY MADE, IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT, AT THE APPLICANTS EXPENSE, TO DIG UP OR OTHERWISE RE-EXPOSE THE CONNECTION SO THAT AN INSPECTION MAY BE MADE AND THE APPLICANT AT THE APPLICANTS EXPENSE SHALL MAKE ANY CORRECTIONS OR ALTERATIONS REQUIRED BY LCWD. IN THE EVENT THAT THE APPLICANT, FOR ANY REASON, FAILS TO TAKE APPROPRIATE ACTION, THE DISTRICT RESERVES THE RIGHT TO DIG UP AND INSPECT THE CONNECTION AND MAKE ANY CORRECTIONS NECESSARY, AT THE APPLICANTS EXPENSE: OR IN THE ALTERNATIVE, TO DISCONNECT SERVICE ANY COSTS INCURRED BY LCWD IN TAKING SUCH CORRECTIVE ACTION SHALL BE BILLED TO THE APPLICANTAND MAY BE RECORDED AS A LIEN AGAINST THE APPLICANTS PROPERTY EQUAL IN PRIORITY TO A TAX LIEN. OWNER'S NAME_MOHAMMAD ATEFI MAILING ADDRESS_4140 PORTILLA PLACE PHONE NUMBER SAN DIEGO, CA 92130 SERVICE ADDRESS 2543 LEVANTE TRACT NAME/NO, - LOT#_ CONNECTION FEE: $_3256.00 ASSESSOR'S PARCEL NO. 216-180-43 PRORATED SEWER SERV. FEE: $______________ TOTAL $3256.00 TYPE/BUILDING SFD —#/UNITS 1 PAID BY: 0 CASH I CHECK # 1894 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. 12/22/97 TMB @20725 Owner Signature Date Rec'd by Account No. Pet: 15BS.PERMIT1