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Home My WebLink About2621 ACUNA CT; ; CB970373; PermitBUILDING PERMIT Permit No: CB970373 04/01/97 10: 04 Project No: A9700518 Page 1 of 1 Development No: Job Address: 2621 ACUNA CT suite: Permit Type: RESIDENTAL ADD/ALT Parcel No: 215-491-14-00 Lot# : Valuation: 30,000 Construction Type: VN Occupancy Group: Reference#: Status: PENDING Description: ADDITION OF DECK AND OFFICE Applied: 02/27/97 Apr/Issue: Entered By: MDP. Appl/Ownr : JOHNSON, GARY 619 633-3750 998 WINDSOR CREEK CARDIFF, CA. 92007 ". ~ ~~~~ ~~~ *** Fees Required *** *** Fees Collected & Credits *** """""""""""""" - Fees : 508.00 """"""_"""""""""""""""- Adjustments: .oo Total Credits: .oo Total Fees: 508.00 Total Payments: 189.00 Balance Due: 319.00 Fee description Units Fee/Unit Ext fee Data _""""""""""""""""""""""""""""""""""""" Building Permit 285.00 Plan Check 185.00 Strong Motion Fee 3.00 * BUILDING TOTAL 473.00 Enter layn for Electric Issue Fee > 10.00 Y Enter nYlo for Remodel > 10.00 Y * ELECTRICAL TOTAL 20.00 Enter for Mechanical Issue Fee> 15.00 Y * MECHANICAL TOTAL 15.00 DATE: 01/02/98 TO: JOHNSON, GARY 998 WINDSOR CREEK CARDIFF, CA. 92007 PLAN CHECK EXPIRATION ADDRESS: 2621 ACUNA CT PC# CB970373 DATE: 02/27/98 You have applied to have your plans checked on the date shown above, and you have not obtained your building permit. The provisions of Section 304(d) of the Uniform Building Code state: "Section 304(d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and may thereafter be returned to the applicant plans and other data submitted for review or destroyed by the Building Official. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." Please check the appropriate box indicating your choice and return this letter to the BUILDING DEPARTMENT. - PROJECT ABANDONED. I WILL PICK UP PLANS WITHIN 10 DAYS. - PROJECT ABANWNED. PLANS MAY BE DESTROYED. If you have any questions, please contact the Building Department at (619) 438-1161 extension 4331. RAENETTE ABBEY Building Department 2075 Las Palmas Drive - Carlsbad, California 92009 - (619) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palrnas Dr., Carlsbad CA 92009 (760) 438-1161 FOR OFFICE USE ONLY 77 -3 13 PLAN CHECK NO. EST. VAL. 3q ad Plan Ck. Deposit \ k7* Validated By Date ZfL? I $', A Name Address City Statelzip Telephone # State License X License Class City Business License # Designer Name Address City Statelzip Telephone 4. i plan to provide portions of the work. but I have hired the following person to coordinate, supervise and provide thn major work (include name I address I phone number I contra~tors license numberl: 5. I will provide some of the work, but I have ContmRed (hired) the following persons to provide the work indicated (include name I address I phone number I type of work): EsGil Corporation DATE: MARCH 27, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-373 0 PLAN REVIEWER 0 FILE SET11 PROJECT ADDRESS: 2621 Acuna Ct. PROJECT NAME: DAVID JENKINS SFD ADDITION x The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's ***** codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's ****" codes when minor deficiencies identified below are resolved and checked by building department staff. 0 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. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. rA 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, 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person 0 REMARKS: By: Sergio Azuelalre Esgil Corporation 0 GA 0 CM 0 EJ PC Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 . EsGil Corporation DATE: March 12, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-373 0 APPLICANT 0 PLAN REVIEWER 0 FILE SET I PROJECT ADDRESS: 2621 Acuna Ct. PROJECT NAME: DAVID JENKINS SFD ADDITION 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's ****"** codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's tm*m** codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [XI The applicant's copy of the check list has been sent to: Gary C. Johnson 988 Windsor Creek, Cardiff, CA 92007 Esgil Corporation staff did not advise the applicant that the plan check has been completed. [7 Esgil Corporation staff did advise the applicant that the plan check has been completed. ' Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person [7 REMARKS: By: Sergio Anrela Enclosures: Esgil Corporation GA 0 CM 0 EJ 0 PC 03/03 trnsmtl.dd 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-373 March 12, 1997 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES ROJECT ADDRESS: 2621 Acuna Ct. LOOR AREA: 275 SF office STORIES: 1 HEIGHT: E PLANS RECEIVED BY DATE PLANS RECEIVED BY ESGIL CORPORATION: 03/03 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 vou submit the revised plans. LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 U6C) r3fom.dot I Carlsbad 97-373 March 12, 1997 PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1 161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculationslreports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculationslreports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Deliver all corrected sets of plans and calculationslreports directly to 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. 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). fi structural sheets IS4 and S-5 are missinal. 4. Specify on the Title Sheet of the plans the gross floor area of each element of this project, including dwelling, garage, carport, patio, deck and balcony. Section 106.3.3. 0 FIRE PROTECTION 5. Show locations of permanently wired smoke detectors with battery backup: a) inside each bedroom. b) Centrally located in corridor or area giving access to sleeping rooms. c) In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in sleeping areas of the unit. Section 31 0.9.1. 6. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided per the above, except that smoke detectors added at existing construction need only be battery powered. Section 310.9.1.2. Show smoke detector on plans. Carlsbad 97-373 March 12, 1997 7. 8. 9. IO. 11. 12. GENERAL RESIDENTIAL REQUIREMENTS Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. EXITS, STAIRWAYS, AND RAILINGS Guardrails (Section 509.1): a) Shall be installed at balconies or porches more than 30" above grade or b) Shall have a height of 36'. c) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. d) Openings between railings shall be less than 4". floor below. Around the Jacuzzi area. ROOFING Specify roof slope. Specify roof material and application. Chapter 15. Specify on the plans the following information for the roof materials, per Section 106.3.3: a) Manufacturer's name. b) Product namelnumber. c) ICBO approval number, or equal. Provide skylight details to show compliance with Sections 2409 and 2603, or specify on the plans the following information for the skylight(s), per Section 106.3.3: a) Manufacturer's name. b) Model namelnumber. c) ICBO approval number, or equal. Carlsbad 97-373 March 12, 1997 CONCRETE AND MASONRY 13. Show height and construction details of all masonry or concrete walls. Chapters 21 and 19. Show it on plans at the Jacuzzi area. 14. Show minimum underfloor access of 18" x 24". Section 2317.3. 15. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides. Section 231 7.7. CARLSBAD S.F.D. 8 DUPLEX SUPPLEMENT 16. All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. MISCELLANEOUS 17. Plans provided were incomplete please provide a complete set of plans. Include the window schedule, finish schedule, electrical outlets, roofing, etc. 18. Provide a positive connection between the new and the existing framing. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, Le., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 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 hela at Esgil Corporation. Thank you. Carlsbad 97-373 March 12, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 97-373 PREPARED BY: Sergio Azuela DATE: March 12, 1997 BUILDING ADDRESS: 2621 Acuna Ct. David Jenkins SFD addition BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN TOTAL VALUE IXI 1991 UBC Building Permit Fee 0 Bldg. Permit Fee by ordinance: $ 284.50 1991 UBC Plan Check Fee 0 Plan Check Fee by ordinance: $ 184.93 Type of Review: Complete Review 0 Structural Only 0 Hourly 0 Repetitive Fee Applicable 0 Other: Esgil Plan Review Fee: $ 147.94 Comments: Sheet 1 of 1 macvalue.doc 5196 . .- BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB 97- 3 73 PROJECT DESCRIPTION: + ACCL ASSESSORS PARCEL NUMBER: z~r-~lq~. 14 EST. VALUE: 30) 000 ENGINEERING DEPARTMENT '' 7r-4 fc' 182. APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, Please see submittal: therefore any changes to these items after marked wit b ake necessaly corrections to plans attached report of deficiencies information and/or specifications provided in your this date, including field modifications. must be or specifications for compliance with applicable reviewed by this office to insure continued codes and standards. Submit corrected plans andlor specifications to this office for review. d 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: I I ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist ENGINEERING DEPT. CONTACT PERSON Name: David Rick City of Carlsbad Future Improvement Agreement Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Grading Permit Application Grading Submittal Checklist Right-of-way Permit Application and Information Sheet Right-of-way Permit Submittal Checklist Sewer Fee Information Sheet Phone: (619) 438-1161, ext. 4324 A4 BUILDING PLANCHECK CHECKLIST 0 iT 3R0' SITE PLAN P 1. Provide a fully dimensioned site plan drawn to scale. Show: ji North Arrow Existing & Proposed Structures Property Lines Easements kC; ("J4' Existing Street Improvements Right-of-way Width & Adjacent Streets Driveway widths & +, &dp SidPJ4ULLs 7 pi 0 Show on site plan: inage Patterns xisting Topography @J isting & Proposed Slopes 0 3. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5] On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent." [Per 1990 UBC 2907(d)5] 4. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commerciallindustrial 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 Page 1 of 4 J BUILDING PLANCHECK CHECKLIST 3RD4 DISCRETIONARY APPROVAL COMPLIANCE 0 5. Project does not comply with the following Engineering Conditions of approval for Project No. ci 0 tl 0 0 6. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 0 7. 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 be accept by mail or fax. GfP Dedication completed by: Date: IMPROVEMENT REQUIREMENTS P 8a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the 30,004 construction exceeds $ q0, eo , pursuant to Carlsbad Municipal Code 05. 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: Page 2 Of 4 o:YIBR*R~No\"~~~"~~~~~P.ndu*cuIlB~l FmnOR.dc.2 Rn ,- BUILDING PLANCHECK CHECKLIST 1 ItJ 2nd' 3rd" o o D 8b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: D o P 8c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: D 0 0 8d. No Public Improvements required. SPECIAL NOTE: Damaqed or defective improvements found adiacent to buildinq site must be repaired to the satisfaction of the Citv Inspector prior to occupancv. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 0 0 D 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 0 D 0 9b. 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 Gradinq Permit must be issued and rough grading approval obtained prior to issuance of a Buildinq Permit. / Grading Inspector sign off by: Date: do 0 9c. No Grading Permit required. BUILDING PLANCHECK CHECKLIST 3d' 0 O a 0 14. 15. MISCELLANEOUS PERMITS IO. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or private work adjacent to the public Right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-way permit required for: 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial Waste permit accepted by: Date: 13. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. &No fees required 0 Required fees are attached Additional Comments: 0;T. ad rela)A,h m11 aritiwd UJ ~roosd. ??ea, 54.4 hd uIro.t%.*rk "'71 a'n-ercd YO ~=*/k* uw4d. avh or La Wse o~~oY,P~ &;/;Kc I I PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 97- 377 Address 2 62/ AuNR 6 Planner V~J I~/LC Phone (61 9) 438-1 161, extension (-h U' $ s 54 CFD (in/@# Circl ccc [XI Item Complete L 4 .J APN: 21 f-%'SrC-/b/ J Type of Project and Use: l2-03 A bb/d zzz Zone: &Facilities Management Zone: 6 I "a a" Ilf property in, complete SPECIAL TAX CALCULATION WORKSHEET prowded by Buildmg 0epanment.I i;Zl Pi? Leaend $kf dn 0 Environmental Review Required: YES - NO & TYPE 0 Item Incomplete - Needs your action DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0 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 / do 0 ' Coastal Zone AssessrnentlCompliance Project site located in Coastal Zone? YES - NO& If NO, proceed with checklist; if YES, proceed below. Determine status (Exempt or Coastal Permit Required): If Exempt, proceed with checklist; if Coastal Permit required, hold building permit until Coastal Permit issued. 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 2) Complete Coastal Permit Determination Log as needed. Floor Plans). lnclusionary Housing Fee required: YES - NO& (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width. dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Required 70 ' Shown >2u Int. Side: Required 10 ' Shown 10 ' Street Side: Required - Shown - Rear: Required 2 o ' Shown 20' 2. Lot Coverage: Required dk@g Shown 3. Height: Required kWr Shown /&' 4. Parking: Spaces Required 'L Shown 3 Guest Spaces Required Shown Additional Comments I .. r- ',' r. STRUCTURAL CALCULATIONS. . i DATE: FEBRUARY 6,1997 I r .i r. r PROJECT: JENKINS RESIDENCE 2621 ACUNA COURT CARLSBAD, CA 92009 OWNER: DAVID JENKINS . ' 2621 ACUNACOURT CARLSBAD, CA 92009 DESIGNER .' CLIFF MILLS DESIGN GARY JOHNSON 140 ENCINITAS BLVD., SUITE 319 ENCINITAS, CA 92024-3768 JOB NO.: 97023 ;. . . , NOTE THESE CALCULATIONS ARE INVALID LESS BEARING A WET STAMP & SIGNATURE 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 - CHECKED BY DATE TABLE OF CONTENTS i SUBJECT ! SHEET' DESIGN CRITEPJA ___.._._.__._..... i .............................................................................................. .) ..................... LOADS ......................................................... '1 .................................................................................................... - ' 2 r 3 VERTICAL ANA~YSISDESIGN ..__........... ............................... ~ ...................................................... ............ fl FOUNDATIONS/RETAINING WALLS .._._ .................................................................................... 10-4 LATERAL ANALYSISDESIGN ....................................................................................................................... lk DETAILS ....................................................... ............................................ .............................. : ......................... tu? 17 LQ 6496 Weathen Place - Suite 200 San Dlego. Callforma 92121 619.535.9111 ~wr 619.535.1989 F- JOE 9 1 0x7 snm NO. 'L OF 43 CALCUUTED BY DATE cnEwm BY DATE SCALE DESIGN CRITERIA c. GOVERNING CODE: UBC 1994 CONCRETE: F',= 2000 PSI, NO SPECIAL INSPECTION REQD.(U.N.O.) MASONRY: ASTM c90, F,=l5oo PSI, NO SPECIAL INSP~CTION REQD w.N.o.) MORTAR: ASTM C270, F',=1800 PSI, TYPE S GROUT: ASTM C476, F',=2000 PSI REINFORCING STEEL: ASTM A615, F = 40 KSI FOR#; AND SMALLER ! .I; , ASTM A615. FY= 60 KSI FOR #4 AND LARGER (U.N.O.) STRUCTURAL STEEL: ASTM A36, F = 26 KSI (STRUCTURAL SHAPES & PLATES) : ASM A500, &RADE B, Fy46 KSI (STRUCTURAL TUBING) ASTM A53, GRADE B, Fy= 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 1 SAWN LUMBER: DOUGLAS FIR LARCH, ALLOWABLE UNIT STRESSES AS PER UBC, CHAPTER 25 GLULAMS: DOUGLAS FIR OR DOUGLAS FINHEM i ' 24F-V4 FOR SIMPLE SPAN CONDITION 24F-V8 FOR CANTILEVER CONDITION 5 SOIL: ACTIVE SOIL PRESSURE ALLOWABLE BEARING PRESSURE = PSF - PCF ACTIVE SOIL PRESSURE(RESTRAMED) - - - PCF - PASSIVE SOIL PRESSURE SOIL DENSITY COEFFICIENT OF FRICTION $ EXISTING NATURAL SOIL PER UBC TABLE'18-I-A SOIL CLASSIFICATION SOILS REPORT BY DATED LOVELACE ENGINEERING StNCcUnlR&glIdTUI924" san Dlego. cdllo* 97.121 '. 619.535.9111 PhDN 619.535.1969 .. .. ... : .......... ..... ..j ..._.. >:. ...,.. .. - i ROOF DEAD LOAD: ROOFING ( 64 RKF ) 5. 0 PSF SHEATHMG ..................... ................................................................. : ................................................. 1.5 RAFTEWCEILING JOISTS OR TRUSSES ........................................................................................... 4.0 INSULATION ........................................................................... +...... .................................................... 1.5 DRYWALL ..................................... 5 ..................................................................................................... 2.5 OTHER (ELEC., MECH.. MISC.) ............................................................................................. ........... - 0.5 .- c t ............................................................................................................ TOTAL DEAD LOAD: f7/ .O PSF LIVE LOAD: '.k - .O PSF TOTAL LOAD: 53.0 PSF , FLOOR DEADLOAD: ,~ "%" r~.,.,~$r-, I:.:: '? 7 ,, : DUG FLOORING( d' ) ................................................................................................................ \ 2.0 PSF LT. WEIGHT CONC ................................................................................................................. : ........... 'G .O SHEATHING ............................................................................................................................. i ........... 2.0 JOISTS 3.5 DRYWALL ............................................................................................................................................ 2.5 OTHER (ELEC., MECH., MISC.) ......................................................................................................... 3.0 TOTAL DEAD LOAD: 5F.O PSF LIVE LOAD (RESl6ENTIAL USE PER UBC CHAFTE.R 16): 40.0 PSF 78.0 PSF i ................................................................................................................................................... TOTAL LOAD: - j EXTERIOR WALL STUDS .................................................................................................................................................. 1.0 PSF DRYWALL ......................................................... ; .................................................................................. 2.5 ! INSULATION ........................................................................ : ............................................................... 1.5 EXTERIOR FMISH ( WP. 5WrQ ................... ; ................................................................................... .G .O OTHER (MISC,) .................................................................................................................................... - 1.0 TOTAL LOAD: j2 .O PSF 3 .. INTERIOR WALL STUDS ........................................................................................ L .......................................................... 1.0 PSF DRYWALL ............................................................................................................................................ 5.0 OTHER(M1SC.) .................................................................................................................................... 1.0 * TOTAL LOAD . - .- 7.0 PSF . L L L L 1 1 1 nB 1 1 1 1 1 I 1 1 1 1 1 - CALCULATED BY OATE San Olga. CalllornLa 9212 I 619.535.9111 Rm 619.535.1989 mx CHECKED BY DATE VERTICAL ANALYSlSlDESlGN *'..'.',.,' & ,.,, ,, .. . .,.. ; Lovelace Engineering, Inc. 6496 Weathers Place. Suite 200 San Dlego, CA 92121 (PHN) 61 9-535-91 11 (FAN 619-535-1989 910~3 Oate: 01129197 Page: 5,'. SINGLE SPAN BEAM ANALYSIS ROOF HIP BEAMS RB-1 :SPAN DATA MEMBER DATA Center Span - 11.00 ft 1:lnertia - Left Cantilever - 0.00 ft E:Elastic Modulus - 1600000 psi 1.000 in4 All distances for load locations refer to left support. Neg (1.') distances Right Cantilever - 0.00 ft End Fixity PinlPin means load is on left cantilever UNIFORM LOADS TRAPEZOIDAL LOADS CONCENTRATED LOADS # 1: 0.198klft @ Left, 0.083klft @ Right, Start @ 2.50ft - > 11.00ft ff 1 - 0.24Bk at 2.50ft APPLIED MOMENTS i, SUMMARY Moments Shears Max. Span Moment Max. Mom. Location - 2.37 k-ft Left Support - 5.08 ft Right Support Min. Span Moment - .O.OO k-ft - 0.72 k Min. Mom. Location - 11.00 ft Left Support - Max @ Left Support - 0.00 k.ft Right Support - 0.72 k 0.72 k Max @ Right Support - 0.00 k-ft MAXIMUM MOMENT - 2.37 k-ft Between Supports @ X - 0.00 ft, M - 0.00 k.ft, V - 0.715 k, Defl. - 0.000 in Deflections - 0.72 k Max. @ Span - .31.934 in at 5.41 ft Reactions lluery Values 1 0.20 0.08 nmln- -0.Oor"I. ll.00,t nm.i - L.1711-L . 5.m n -0.00 2"" 0m.r - 0.00 ,n . 0.011 't -0.7L O"F-u *-.x - 0.72 XI@. . 0.00 ,I "rnl" * -0.71 *4.>. ll.00 7% t t *ml""1191,.* sa,, n.oa 1 1 .,8.93 11.00 I? I I 00 1.11 s.7 5.5 7.1 9.2 /?.a - V4.483 lcl 1983.95 ENERCALC Lovelace Engineering, KW0601024 - " " .. . LOVELACE ENGINEERING SHEET NO. 6 OF"-- S".pdllllCl4" 6496 Weathen Place. Safe 200 San Dlego. CaKornla 92121 619.535.9111 619.535.1989Fu JOB 470z-3 CALCULATED BY DATE CHECKED BY DATE i N N t+ a 8 h -r c -9- u. 1 L L L L L L 1 1 1 1 1 1 1 1 I 1 1 1 " LOVELACE ENGINEERING SHEET NO. 7 OF 43 SVUCWA mdna 24 E-W m=h 6496 weathen Place. StlItC 200 San Dlego. Wornla 92121 619.535.9111 FT.- 819.5351989 Fhr JOB 47az3 CALCULATEDBY DATE CHECKED BY DATE <. I '* = - - " IN4 RFmn USE: L 4 z OR 3 MARK-, SPAii= - FT. . 1 0 UNIFORM LOAD W,= W,= P,= P,= RL= R,= Vu= = LBS Mw= - - FT-LBS I,,,,= = IN4 - - PLF - PLF - LBS - LBS - LBS - LBS - - - - - USE: X GRADE: CAMBER: HARDWARE: OR 1 W,= = PLF W,= P,= P,= R,= R,= VMAX' "AX= MARK.-, SPAN= -FT. 0 UNIFORM LOAD - - PLF - LBS - LBS - LBS - LBS - LBS - FT-LBS - - - - - - I,,,,= I IN4 USE: ;E: OR X -CAMBER: HARDWARE: I L ! L L L 1 L 1 1 I 1 1 1. I 1 1 1 1 1 - LOVELACE ENGINEERING SHEET NO. 8 Of 43 SC,,,.S-JD~IW~TI~Z~G=W~ €496 Wealhen Place. suite 200 San Dlego. CalUom&92121 619.535.9111 Ra 619.535.1989 mx JOB 9 1 "Z, CALCUMTED BY DATE CHECKED BY DATE LEVEL: 9- MEMBERS: %LaM 5 L P,= - - LBS Wp P,= P,= RL= R,= ",Ax= "Ax= I,,,.*= OR X GRADE: CAMBER: HA-E: / - - PLF - LBS - LBS - 244 (0 LBS - LBS - - - ,, - Z44b -\"."/W)('L49) - - 14 I LBS = 4.71% FT-LBS - - IN4 USE: \-L MARK:-, SPAN= -FT. 0 UNIFORM LOAD W,= W,= - - PLF - PLF - P,= - - LBS LOVELACE ENGINEERING SHEET NO. 9 OF 43 sv~~lvll on~i .nd nu= 24 E-W ~.lru 64496 Weafh- Place * Sulte 200 San Dlego. Wornla 92121 619.535.9111 Ra 619.535.1989 Fax JOB 9101-3 CALCULATED BY DATE CHECKED EY DATE 1 L I L 1 1 L L 1 1 1 I 1 I - OR -: MARK:-, SPAN= -FT. 0 UNIFORM LOAD I, R, = - - LBS I,,,,= "" - - IN4 USE: X GRADUER HARDWARE: OR 3 MARK:-, SPAN= -FT 0 UNIFORM LOAD W,= - - PLF W,= - - PLF USE: X CRADE: CAMBER HARQlYARE: OR ;E: . L -. .- . LOVELACE ENGINEERING sIN&~.ndnuc2~~mdyw 6496 weathen Pk - sulte 200 spn Dlgo. Wornla 92121 619.535.9111 Ra 619.535.1989 FLU JOB 97023 SHEET NO. f0 OF 43 CALCULATEOBV OAT€ CHECKED BY DATE SCALE 1 1 1 1 1 1 1 1 1 1 1 FOUNDATIONS t .: ALLOWABLE BEARJNG PRESSURE, q= 1-6 PSF (PER DESIGN CRITERIA) CONTINUOUS PEWMETER & BEARING WALL FOOTINGS: Location: - ( OWL 47.-7 CoNVhT.>"lhC) LE W,= - Width Req'd= W,/q x 12= - USE: e WIDE X -!E!! DEEP WITH 1 # S TOP & BOTTOM Location: - W,= PJ .E Width Req'd= W,/q x 12= M USE: __ "WIDEX"DEEPWITH-#- TOP & BOTTOM ISOLATED SPREAD FOOTINGS: MARICF- \ ! p= FV-1) = 1540 LBS A,,.,= Plq x 144= 229 SOpJ USE:WSQUARE x =DEEP WITH 2 '# 5 EACH WAY (3" CLEAR FROM SOIL) I MAWF- 'L I USE:Z.SQUARE x FDEEP WITH '2 # 5 EACH WAY (3" CLEAR FROM SOIL) 1 1 1 '! L ; 1 "I 1 1 1 1 1 1 1 1 1 1 1 LOVELACE ENGINEERING spumrnl~~dnllez4fa~~ 6496 Wesfhen Place - Sulk 200 San Dlega. Wornla 92121 619.535.9111 Ra 619.535.1989k JOB 91 023 snEET NO. CALCULATED BY ~ DATE CHECKED BY DATE A,.,= P/q x 144= 640 SOIN USE:ESQUARE x WDEEP WITH iL # T EACH WAY (3" CLEAR FROM SOIL) '. MARK: F- P= LBS AEq.d= P/q x 144= so IN USE:LSQUARE x "DEEP WITH-#- EACH WAY (3" CLEAR FROM SOIL) MARKF- P= LBS AXqld= Pfq x 144= so IN USE:"SQUARE x "DEEP WITH # EACH WAY (3" CLEAR FROM SOIL) MARK: F- ; A,,,,= P/q x 144= so IN USE:"SQUARE x 'DEEP WITH # EACH WAY (3" CLEAR FROM SOIL) MARK: F- A,.,= P/q x 144= so M USE:"SQUARE x IDEEP WITH # EACH WAY (3" CLEAR FROM SOIL) Lovelace Enaineerina. Inc. 6496 Weathe& P1ace;'Suite 200 San Die 0, CA 92121 (PHN) 679-535-9111 IFAXI 619-535-1989 Date: 02/05/97 CANTILEVERED RETAINING WALL DESIGN Retained Height = 2.00ft Axial DL on Stem Uall Ht. above Soil = 4.00ft Axial DL on Stem Toe Width = 1 .OO ft .... Eccentricity - 0.00 in Add'l Lateral Load Heel Width = 1.67 ft Surcharge over Toe = 0'.0psf Dist to Load Start Total Fwting Width = 2.67ft Surcharge over Heel 0.0psf Dist to Load End Key Depth Fwting Thickness = 12.00 in Note: Toe Surcharge Resists Overturning = 0.00 in Note: Heel Surcharge Resists Overturning Key Width = 0.00 in SOIL DATA Toe to Key Dist. = 0.00 ft Allowable Bearing FtgISoil Friction = 0.30 ..... Max Press. - 0.0 pcf Footing Width - 0.00 in Soil to Neglect 0.00 ft = 0.00 in . .... Slope Press. Lateral Pressure = 245 # Backfill Slope 0.0pcf Ftg. CL to Wall 0.00 ft - Passive Pressure = 281 U Passive Press. = 250.0 pcf . . .AbovelBelow: Ct/-1 - Friction 0.0 ft Add'l Force Required = 0.OU Soil Ht over Toe 6.00 in Pressure il Toe = 871.2 psf Soil Press. Mutt. Toe Pressure il Heel = 0.0psf By ACI Eq 9-1 = 1220 Heel f'C 2000 psi Allowable Press. 0 psf Fy = 60000 psi = 1000 psf Mu-Upward Ecc. of resultant = 531 61 ft-# Min. As Percent = 5.68 in Mu-Downward = 0.0012 = 144 Max. Shear il Toe = 2.47psi Mu-Design 261 ft-# Omit SP Under Heel ? No Max. Shear il Heel = -0.93 psi One-way Shear: U 4 il 19.61 Allow. Ftg Shear 17.54 in o/c Factors of Safety: = 76.03psi Actual 2.5 0.9psi U 5 il 30.39 27.19 in o/c Overturning Allowable = 76.0 76.Opsi # 6 il 43.14 = 2.45 :I Cover over Rebar = 3.50 2.50 in U 7 il 48.00 38.60 in o/c 48.00 in o/c Sliding = 2.52 :I 'd' RU = Mu/bd"2 = = 8.50 9.50 in U 8 il 48.00 6.0 2.5 psi U 9 il 48.00 48.00 in o/c 48.00 in o/c - WALL E FOOTING DATA - VERTICAL LOADS LATERAL LOADS - 0 plf Lateral Load Acting on - 0 plf Stem Above 'Soi 1 = 27.60psf e = 0.00plf - - 0.00 ft - 0.00 ft ADJACENT FOOTING - - 1oW psf Vertical Load - 0.ou 8: SLIDING CHECK Active Lateral - I 30.0 pcf Load Eccentricity I - - - - - - - - 0.0 :I Vert. Position of Ftg. - - = 338 U Soi 1 Density = 110.0pcf Spread Footing ? No - - SUMMARY FCOTING DESIGN - - = 388 -2w ft-# Toe Heel - - - SUMMARY OF FORCES E MOMENTS Overturning Moments - Origin of Force.. . U ft f t-u # ft ft-# Active Soil Press. = 135.0 l.w 135.0 0 0 0 Soil over Heel - 0 0 220.7 2.17 Soi 1 over Toe 0 = -33.8 0.50 -16.9 55.0 478.6 0.50 Sloped Soil il Heel = 27.5 0 Adjacent Ftg. Load = 0.0 0 0 0.0 0.00 0.00 0.0 Surcharge Over Heel = 0.0 0.0 0.00 . 0 0.0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 Axial Load on Uall 0.0 Load il Proj. Wall 0 0 0.0 0.W = 110.4 0 5.00 552.0 0.0 0 0 0 Averaged Stem Wts. = Added Lateral Load = 0.0 0 0 0 450.0 1.33 600.0 0.00 0.0 0 0 0 Footing Weight - - 0 0 0 4w.5 1.34 534.7 Key Weight Vertical Component 0 0 0 0.0 0.00 0.0 Resisting Moments - - - - - of Active Presswe 0 0 0 0.0 0.00 0.0 Totals = 211.7 # 670.1 ft-# 1126.2 U 1640.8 ft-# Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Rerovedl 1126.2 U 1640.8 ft-# (wntinued on next page .... V4.403 (c) 1983-95 ENERCALC Lovelace Engineering, KU0601024 Lovelace Engineering, Inc. 6496 Weathers Place. Suite 200 San Die 0, CA 92121' (PHN) 679-535-9111 (FAX) 619-535-1989 CANTILEVERED RETAINING WALL DESIGN ,. (. . . . .continued) STEU SUMMARY Top Stem: From 6.00 ft to Top of Wall f'm= 15W.Opsi, Fs= 24OOO.Opsi LDF= 1.00, n= 25.78 Wall Ut.= 75.00psf, Bar Embed= 12.0in Solid Grouted, No Spec. Insp. Mactual = 0.0 <= 603.lft-U Vactual = 0.00 <= 19.36psi Interaction Value = 0.000 8.00in Uasonry ul U 5 6l 16.Win, d= 3.75in Second Stem From 5.00ft to 6.00ft 8.Win Masonry wl U 5 a 16.00in, d= 3.75in f'm= 15OO.Opsi, FP= 24OOO.Opsi LDF= 1.00, n= 25.78 Solid Grouted,,No Spec. Insp. Uall Ut.= 75.00psf, Bar Embed= 12.0in Mactual = 13.8 <= 603.lft-# Vactual = 0.30 <= 19.36~4 Interaction Value = 0.023 Third Stem From 4.00ft to 5.00ft f'm= 15OO.Opsi, Fs- 24OOO.Opsi LDF= 1.00, n= 25.78 Uall Ut.= 75.Wpsf, Bar Embed= 12.0in Solid Grouted,,No Spec. Insp. Mactual = 55.2 <= 603.lft-U Vactual = 0.61 <= 19.36psi Interaction Value = 0.092 8.Win Masonry VI U 5 16.0Oin, d= 3.75in Fourth Stem From 2.Wft to 4.00ft 8.00in Masonry wl U 5 6l 16.00in, d= 3.75in f'm= 15W.Opsi, Fs= 24000.0psi LDF= 1.00, n= 25.78 Solid Grouted,,No Spec. Insp. Uall Ut.= 75.Wpsf, Bar Embed= 12.0in Mactual = 220.8 <= 603.lft-U Vactual = 1.21 <= 19.36psi Interaction Value = 0,366 Bottom Stem From O.OOft to 2.OOft 8.00in Masonry wl U 5 a 16.00in, d= 3.75in f'm= 15OO.Opsi, Fs= 24WO.Opsi LDF= 1.W, n- 25.78 Solid Grouted,,No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 6.0in Mactual = 481.0 <= 603.lft-U Vactual = 1.83 <= 19.36psi Interaction Value = 0.798 V4.483 (c) 1983-95 ENERCALC Lovelace Engineering, KW0601024 L Lovelace Engineering, Inc. 6496 Weathers Place, Suite 200 San Die 0, CA 92121 PHN) 6?9-535-9111 IFAX) 619-535-1989 97v25 .. RESTRAINED RETAINING WALL DESIGN "- 14/43 ~~ Retained Soil Ht. = 3.00 ft Fwting Thickness = 12.00 in Allow. Soil Bearing = q 0.67ft Active Fluid Press 1000 psf Ht. Above Top Support = 0.00ft Heel Width 65 pcf Dist: Ftg. To Top Suppopt 3.00ft Total Footing Width = 1.33 ft Design Fluid Press 2.00 ft Backfill Slope = 65.00 pcf Total Wall Height = 3.00 ft Passive Lateral = 250.0psf Fixity 3 Base of Wall = VERTICAL LOADS 0 X Key Depth Key Uidth = ' 0.00 in Soil Density = 110.0pcf - 0.00 in Soil Ht Over Toe - Axial DL on Stem = 0.0plf Key Dist. to Toe 7.00 in Axial LL on Stem = 0.0plf .... Eccentricity = 0.00 in Pressure 3 Toe = 610.0psf Ecc. of Resultant Surcharge over Toe = 0.0psf Pressure a Heel 2.21 in = 175.9 psf Kern Distance - - Surcharge over Heel = 0.0 psf Allowable Press. 4.W in LATERAL LOADS Sliding F.O.S. = 1.61 :I 3 Toe - = 1000.0 psf Fwting One-way Shear: Lateral Load Acting on 0.00 psi 3 Heel AtLouable Shear 0.00 psi Add'L Lateral Load = 0.0plf at Top of Wall = 76.0psi .... Top Ftg to toad staf? 0.00 ft Additional Restraint .... Top Ftg to toad staf? 0.00 ft Req'd at Bottom = 0.0 # WALL DATA FOOTING DATA SOIL DATA - - Toe Width - - - - - 0.00 :I - - - - 0.00 ft 1 SUMMARY - - - Stem above soil = 0.0 psf Restraint Force Req'd - 96.8 # Fwting Overturning Stability Ratio = 3.44 :I - SLIDING CHECK a BASE - FWTING DESIGN FtgISoi L Friction Soil Press. Mutt. Toe Heel = 0.300 flc by ACI 9-1 = 854 246 psf Fy Soi L to Neglect = 0.00 in MU - Upward = 176 Factor of Safety = 1.61 :I Mu - Downward 69 ft-# Min. Asteel X = 67 148ft-# - Passive Pressure = 313.4# One-Way Shear: Lateral Pressure = 341.7# MU - Design 109 -79 ft-# Rebar Choices - Friction Pressure = 235.8# Actual = 0.0 0.0psi #4 a , 15.87 15.87 in Addn't Force Req'd = O.O# Cover over Rebar = 3.00 3.00in #5 a #6 a RU = Mulbd' =I 1 psi #7 a 34.92 34.92 in 47.62 As Req'd = 0.15 0.15 in2 #8 a 47.62 in 48. 00 #9 a 48.00 in 48.W 48.W in = 2000 psi = 60000 psi = 0.W14X Toe Hee L ALLOvlt.85 = 76.0 76.0psi 24.60 24.60 in Stem Material : Masonry NOTE !! Maximum Moment Occurs at 1.28 ft above Top of Footing Em = f'm * 750 TOP .8 Ht .6 Ht .4 Ht .2 Ht Bottom n : Modular Ratio = 25.78 OK Allowable Fa = 149.8 Dist. above Ftg 3.00 OK OK OK OK 2.00 OK 1.50 Nominal Walt Thick. = 8.00 in Bar Size 4.00 4.00 4.00 4.00 1.28 0.50 0.00 ft 4.00 f'm 4.00 FS = 1500 psi Rebar Spacing 16.0 16.0 16.0 16.0 61 .O 61 .O in = 24WO psi Rebar Location Center Center Center Center Center Center Load Duration Factor = 1.00 Rebar 'd' Dist. 3.75 No Inspection Required 3.75 3.75 3.75 3.75 in Tension Face 3.75 Front Grout ALL Cells Front Moments: Actual Front 0 Front Front 85 108 111 73 0 ft-# Front Use Lightweight Block Allowable 521 521 521 521 276 Shears: Actual 1.1 0.7 0.3 0.0 1.2 276 ft-# Allowable 27.4 2.0 # 27.4 Wall Weight 78.00 27.4 27.4 27.4 78. W 78.03 78.00 78.00 27.4 # 78.00 psf Masonry Stem Data..... Interaction Value 0.017 ' 0.186 0.234 0.241 0.297 0.034 Actual fa Actual fb STEM DESIGN DATA STEM SECTION DESIGNS 2.6 3.4 2.6 40.4 3.8 51.5 4.0 4.7 52.9 58.3 0.0 psi 5.1 psi V4.483 (c) 1983-95 ENERCALC Lqvelace Engineering, KW0601024 LOVELACE ENGINEERING SHEET NO. I' OF 45 sIrucl~~uld7WcU" 6496 weather3 Place * sultc 200 San Dkgo. CaWorrda 92111 619.535.9111 Ra 619.535.1989 * ,OB 91OZ3 CALCULATED BY DATE CHECKED BY DATE SCALE :,: ............................ LATERAL ANALYSlSlDESlGN ADDW~ ONby] ,. AREA: SEISMIC LOAD: SEISMIC ZONE __ 4 EXPOSURE- R BASIC WIND SPEED=7OMPH i WMD LOAD: z= 0.4 C,= .bz ,TABLE234 171 I = 1.0, STANDARD OCCUPANCY C = 2.75 L Qs= 12.6 PSF W = TOTAL SEISMIC DEAD LOAD I = 1.0, NON-ESSENTIAL FACILITY i Cq=n, TABLE 23-H /Nsl'*rl*d Rw= 0 P = (Ce) (Cq) (Q;)(I) = ID . !& PSF ROOF WEIGHT: DIAPHRAGM= ( 324 ' )( 1'5 T5F-1 421t LBS EXTERIOR WALL WGT.(TNB. TO DIAPHRAGM)= (4sL)(~D%)C1t w:) Z~SV LBS INTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= LBS TOTAL WEIGHT TNB. TO DIAPHRAGM= 7092 LBS FLOOR WEIGHT: DIAPHRAGM= LBS EXTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= LBS INTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= LBS TOTAL WEIGHT TRIB. TO DIAPHRAGM= - LBS FLOOR WEIGHT: DIAPHRAGM= LBS EXTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= LBS INTERIOR WALL WGT.(TRIB. TO DIAPHRAGM)= LBS TOTAL WEIGHT TRIB. TO DIAPHRAGM= LBS TOTAL DEAD LOAD, W= 7042 LBS BASE SHEAR, v= ZIl: w = 1337 w= 1'300 RW y;" I700 lbs/5M + F 4. I P~F -. . . . -. .. ._ II.. "_ " - . ... LOVELACE ENGINEERING SHEET NO. Ib OF 43 s(nut-~ .nd nue 24 6496 Weathers PIae - Sulte 200 San Dlego. Calllamla 92121 619.535.9111 phorv 619.535.1989~e JOB 71-3 CALCULATED BY DATE CHECKED BY DATE SCALE c - - FLOOR SHEARWALLS NA DIRECTION L+TERAL LOAD, vx=4- LINE A TRIB. AREA, TA= CWX+ 4 )/+z * Ibt FT.~ LOAD @THIS LEVEL= x TA)= 664 LBS. LOAD, ROOF LEVEL= LBS. LOAD, -LEVEL= LBS. TOTAL LOAD= LBS. SHEARWALL LENGTH, L= 13 FT. v= /TAL)= 51 PLF ti - USE: (I) Pkp $f~~~cI~LL SGNliDd OVERTURNING: SHEAR PANEL LENGTH= FT, /OK. BY INSPECTION OT MOMENT= FT-LBS RES.MOMENT= FT-LBS NET MOMENT= FT-LBS UPLIFT= LBS USE: LINE 0 TRIB. AREA, TA= LbZ FT.~ LOAD @THIS LEVEL= x TA!= LBS. LOAD, ROOF LEVEL= LBS. LOAD, -LEVEL= LBS. TOTAL LOAD= (ob4 LBS. SHEARWALL LENGTH, L= 7- Z .5 ' f s FT v= (TAIL)= 13'5 PLF - USE: (I ) < OVERTURNING: OT MOMENT= c 2.5 > l 1,; PFN 9' 1 - 2.7 9 3 FT-LBS RES.MOMENT- FT-LBS NET MOMENT= 294 7 FT-LBS SHEAR PANEL LENGTH=^.^ FT, O.K. BY INSPECTION - UPLIFT= 2497 / =-L- - - 1496 LBS USE: Ex IT L 4rb V-7 UI UDZA AND f a% NW 4x.b Iv.w.- 7 P"r u/ HPZA t S5'TRIb .. .. .... 6496 Wcathcn Place - Sate 200 San Dlego. Callforma 92121 619.535.9111 phau 619.535.1989~~ CALCUUTED BY DATE CHECKED BY DATE SCALE - FLOOR SHEARWALLS E DIRECTION LATERAL LOAD, vx=4- TRIB. AREA, TA= Wz FT.* LOAD @ THIS LEVEL= x TA)= 664 LBS. LOAD, ROOF LEVEL= LBS. LOAD, -LEVEL= LBS. TOTAL LOAD= bb4 LBS. SHEARWALL LENGTH, L= B FT. v= (TAIL!= e3 PLF - OVERTURNING: SHEAR PANEL LENGTH= FT, J O.K. BY INSPECTION OT MOMENT= FT-LBS RES.MOMENT= FT-LBS NET MOMENT- FT-LBS UPLIFT= LBS LOVELACE ENGINEERING SHEET NO. 1% OF 43 s"dcwpdTluc%~.+" 6496 weathen Place - suite 200 Sari Dlcgo. Calllornla 92121 619.535.9111 Rm 619.5351963Ih. JOB 91vz3 CALCULATEDBY DATE CHECKED BY DATE SCALE DETAILS NOTE TO PLANCHECKER THIS SECTION CONTAINS THE FOLLOWING INFORMATION (IF APPLI- CABLE TO THIS PROJECT) FOR YOUR USE IN CHECKING THE PLANS: r: FRAMING PLANS: RAFTER, HEADER, BEAM, POST & HARDWARE CALLOUTS FOUNDATION PLAN: FOOTING & HOLDOWN CALEOUTS SHEARWALL LINE LOCATIONS SHEARWALL SCHEDULE : SPECIAL INSPECTION LIST SHEARWALL CALLOUTS FRAMING AND FOUNDATION STRUCTURAL NOTES - I. :-' : .,.., /, LOVELACE ENGINEERING SHEET W. fq OF 43 smNnh-.ndnu=m"+. 6496 Weathers Place * Sate 200 San Dtcgo. CaUfomla 92121 CHECKED BY 619.535.9111 PhDw 619.535.1989 h JOB '77023 1 CALCULATED BY DATE DIT€ SCALE 1 L L L 1 1 1 1 L L 1 1 1 1 1 1 - i. FRAMING NOTES 1. 2. 3. 4. 5. 6. 7. ' ROOF SHEATHING SHALL BE: 1/2" PLYWOOD EXPOSURE 1 INDEX 2410 *: 8d COMMON NAILS @ 6" olc B.N. 8d COMMON NAILS @ 12" olc F.N. B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT: PLYWOOD EDGES PERIMETER WALLS SHEAR WALLS FLOOR SHEATHING SHALL BE: ~~ ~ 19/32" APA RATED STIJRD-I-FLOOR, T & G, 24" O.C. SPAN RATING, EXPOSURE 1 10d COMMON NAILS @ 6" OK B.N. B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT: 10d COMMON NAILS @lo" OIC F.N. PLYWOOD EDGES PERIMETER WALLS SHEAR WALLS i ALL RAFTERS, JOISTS & HEADERS SHALL BE DOUGLAS FIRLARCH #2 GRADE. ALL BEAMS SHALL BE DOUGLAS FIR LARCH #I 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. i FOUNDATION NOTES 1. ALL ANCHOR BOLTS TO BE 518" DIAMETER x 10" LONG @ 72" olc UNO. ON PLANS OR SHEARWALL SCHEDULE. 2~ ALL ANCHOR BOLTS. HOLDOWN ANCHORS & DOWELS MUST BE IN PLACE PRIOR TO _. .~~~~~ ~ ~ ~ CALLING FOR FOUNDATION INSPECTION. ~, 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 4. CONTINUOUS EXTENOR PERIMETER AND CONTINUOUS INTERIOR BEARING WALL FOOTINGS SHALL BE AS FOLLOWS : A) SUPPORTING ONE FLOOR AND A ROOF: 12" WIDE x 12" DEEP INTO NATIVE SOIL OR 90% COMPACTED FILL WITH (I) #5 REINFORCING BAR 3" FROM THE TOP & BOTTPM OF THE FOOTING. IS" WIDE x 18" DEEP INTO NATIVE SOIL OR 90% COMPACTED FILL WITH (1) #5 REINFORCING BAR 3" FROM THE TOP & BOTTOM OF THE FOOTING. B) SUPPORTING TWO FLOORS AND A ROOF: 5. CONCRETE SLAB SHALL BE A MINIMUM OF 3 ID" 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. - -. L LOVELACE ENGINEERING scrund DM .nd nu= z.4 kw uvlrv €496 Weathers Place - Sulte 200 san Dlego. callfornla 92121 619.U5.9lll phorv 619.535.1989fhx I I 1 1 1 1 1 1 1 1 1 I J I I I ) L L L L L L 1 1 1 I I I I 1 - LOVELACE JOS ENGINEERING "C-=WlMdNlcl4" Spn Dlgo. Cdfornla 92121 6136 Wcathm Place Sum 200 619,535.9111 Ra 619.535.1983 Ibr 9702'3 SWEET NO. zz OF 4-3 CALCUUTEO BY OAE CHECKEO,W OATE 6- 7' 8 TYP. WALL CONSTRUCTION LOVELACE ENGINEERING SHEET NO. '5 OF 43 structYnlDcalgC,.ndntlc24" 6496 Weathers Place * Sulte 2W San Dlcgo. Calllamia 92121 619.535.9111 phoru 619.535.1989~~ JOB 9702, CALCUUTEO BY OAT€ CHECKEO BY 12/16/95 DATE CONNECTION DETAIL WRC0014 i i . . .. i NOTE : .WECTION ONLY. FOR EAM OETAIL TU115 DETAIL IS FOR "EAR TR+FR 'PLEASE 5EE ARCU. Dm. i i J b35 FER WEAWLL -ED. DCUBLE TOP PLATES U SHEAR PANEL F€R PLAN \ 2x STUD5 I6'0.C. , -I SHEAR TRANSFER DETAIL WRS0024 .. .. . . . ., *I,.; ,. ,. .I . . - . .- LOVELACE ENGINEERING SHEET NO. z5 OF 45 JOB 970z3 I Sh~tmyplD~.nd'TulcZ4~~ 6496 Wcathm Place * Sultc 200 619.935.9111 Aa 619.535.1989Fb. CALCULATED BY DATE CHECKED 0V DATE 10/25/95 SanDlego.caluo~92121 i <. 4 S DBL. TOP PLATES SIMPSON 'Bc' CONNECTION DETAIL WRC0051 - - ~."""".I."""".""."". LOVELACE ENGINEERING SHEET NO. OF 45 6496 Weathers Place * Sulk 200 San Dkgo. Calllamla 92 12 1 02/07/96 619.535.9111 phw 619.535.1989 FOX JOB .4 7 DZ3 Svuclurpt Dm uld TlUc 24 And- CALCUUTEOBY DATE CHECKED BY DATE 4x POST . F.N. E.N. E.N. < I *I b I I /I UEADER (OW -7- I *I t 1- \I I .I I I I BEAH PER PLAN SHEAWALL PER PLAN 4x POST \.I E.N. Zx SNDS I6'O.t. 2- I .I SHEARWALL DETAIL WOO13 J J J J 1 J 3INEERING SHEET NO. SvUclunl Ddgn snd TlUc 24 GI= Andpb CALCULATEDBY 6496 Weathers Place Sulte 200 Sm Dlego. Cnltfornla 92121 DATE 619.535.9111 Phone 619.535.1989Fol CMECKEO BY DATE SCALE ! .. " 3x6 P.T. SILL PLATE W/ NCHCf? WLTS PER SEAWALL ECUED . 1 - 2x STUDS Ib"0.t. ,-PER SHEAWLL SCHED. 2x BOT. PLATE W I6d PLTWD. SHEATWE JOIST PES PLAN, PNT JOIST THAT DO NOT HAVE 10' CLR TO GWDE RUST BE Df. .2 FFE55UFE EATED JOIST PES PLAN, PNT JOIST THAT DO NOT HAVE 10' CLR TO GWDE RUST BE Df. .2 FFE55UFE EATED ; l"0" 11 CONT. FOOTING DETAIL F000I LOVELACE ENGINEERING SHEET NO. 3v OF 43 J08 97°z3 S(ructursl nnd 'rille 24 En- Andm 6496 Weathers Place - Sulk 200 San Dlego. Callfomla 92121 619.535.9111 phone 619.535.1989~a~ CALCUlATED BY DATE CHECKED BY DATE 1- 1 1 L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 97023 LOVELACE ENGINEERING snm NO. suuctunl ~cde ~d nu* 24 ~nvgy ~SJ~IS 6496 Weathers Place - Sultc 200 San Dlcgo. Calllamla 92 121 619.535.9111 phone 619.535.1989 F- CALCULATED BY DATE CHECKED BY DATE SCALE .. LOVELACE ENGINEERING s(ructulpl ~e- .nd nu* 24 - A,UI~~S 6496 Weathers Place - Sultc 200 San Dlcgo. Callfomla 92121 619.535.91 11 Aar 619.535.1989 Far JOB SHEET NO. 32 OF CALCULATED BY DATE CHECKED 8V 09/20/95 DATE 5' TCUC C.M.U. WALL W/ *5 (MRT.) BARS * 16'0.C. 4 *S (UCRIZ.) BARS *Zt'O.C. (SOLID GRMIT) I-\" '5 DOWELS * 16'0.C. RETAINING WALL FRI.10041 - i 1 1 1 1 1 1 1 I I 1 1 L L L 1 - P 6496 Weathen Place * Sulte 2co San Dlego. CdUarnla 92 12 I 619.535.9111 ~lmr 619.535.1989 pa JOB 77025 SHEET NO. 33 OF 4'5 WLCUUTED BY ME CHECKED BY DATE 11/11/95 SCALE 1 2s-0' 1 1 1 RETAINING WALL FRw005I . ~ ". W . .. . .. . 1 1 1 i 1 1 1 I 1 I I 1 1 1 1 1 - i < '4 DOWELS TO -El*. (24' EA. WAY) MATCU CM.U. MRT. SLAB PER WATER PROOFING ARCU. DWGS. SIRPIPSON 'W MEMBRANE PER C.H.U. LULL PER ETAINIffi LULL WOOD FLOOR TO SLAB WS0104 b ? """ T EXlSj'G. FOOT'C-. 4 STErWALL EXIST'G. FOOT'G. NEW FOOT'C. TO EXIST'C. FF0043 LOVELACE JOB ENGINEERING SUUCtUd~dNlCZ4" 6496 Weathen Place Sate 200 San Dlgo. callfomla92121 619.535.9111 Ra 619.535.1989 Fb. CHECKEDBV DATE 97027 SHEET NO. A OF ' 7 CALCULATED BV DATE ... /,. " - .~ LOVELACE JOB ENGINEERING 97 027 S~DsUpdTWe24Eny~ SHEET NO. 37 OF "- 6496 WeathaY plarr sate 200 San Dlcgo. CaWornIa92121 619.535.9111 619.535.1989~ CHECKEOBY DATE CALCULATED BY DATE ....... i ... - ' .i ... .. .. ....... .. ... ,_ .. .. .. + ....... I -. i .. .. LOVELACE JOB ENGINEERING s-w.ndnllca4mmvm 6496 Weathen Place Sdte 200 San Mego. CallIOmta 92121 619.535.9111 M 619.535.1989- CHECKED 81 DATE 91 027 SHEET NO. '38 Of 43 CALCULATED 0Y DATE . .. " - LOVELACE JOB ENGINEERING 6496 weathen Place. Sunc 200 CALCULATED BY 017 -7 - SHEET NO. 91 OF 43 s=u'ywsn.ndm24-?Y."- - San Dlego. Califomta 92121 DATE 619.535.9111 Rlav 619.535.1989 Ibr CHECKED BY DATE - SCALE LOVELACE JOB ENGINEERING s~~~ntlcz4~~nnly.u e496 wcathen Place - SUIk 200 san otego. wornla 92121 619.535.9111 Rw 619.535.1989 ibr CHECKED BY DATE 91 -7 SHEET NO. 0,- CALCULATED BY DATE SCALE LOVELACE JOB ENGINEERING S"dNc24" S496 Weathers Place * Sulk 200 San Dlego. Wornla 92121 619.535.9111 Rw 619.535.1989 h CHECKED BY DATE 97 02-5 , SHEET NO. A OF 4' CALCULATED BY DATE LOVELACE JOB 017 2%3 ENGINEERING s~runl~.ndntlca4eneTgv~ 64% Weathcn mace * sum 200 CALCULATED BY DATE san DkgO. C3.wO~92121 SHEET NO. 4% OF 43 619.535.9111 Rm 619.535.1989 Fu CHECKED BY DATE .. I. ,,.; c " . LOVELACE JOB ENGINEERING Strvrmnl~dntlcURl" 6496 Weathen Place SUI- 200 San Dlego. Califomla 92121 619.535.9111 M 619.535.1989h CHECKED BY DATE q-loz~ SHEET No. e3 OF 4-5 CALCULATED BY DATE .. .. TITLE 24 ENERGY CALCULATIONS .. - DATE: FEBRUARY25, 1997 PROJECT: JENKINS RESIDENCE : 2621 ACUNA COURT , CARLSBAD, CA 92009 ._ .. OWNER: DA VID JENKINS 2621 ACUNA COURT CARLSBAD, CA 92009 DESIGNER; . , CLIFF MILLS DESIGN . I40 ENCINITAS BL VD., SUITE 31 9 ENCINITAS, CA, 92024-3768, , ,. JOB NO. : 97023A " . .. ,. . .. .. 64% Weathers Place Suite 200 .%I Diego, California 92121 619.535.9111 phon; ' 619.535.1989 /ax '. 4- u . \