Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2534 LUCIERNAGA ST; ; CB983766; Permit
City of Carlsbad 07/08/1999 - Building Permit Permit No:CB983766 Building Inspection Request Line (760) 438-3101 Job Address: 2534 LUCIERNAGA ST CBAD Permit Type: SFD I Sub Type: Parcel No: 2152603500 Lot #: 180 Valuation: $227,489.00 Construction Type: VN Occupancy Group: Reference #: Project Title: 2600 SF+ 472 GAR+160 DECKS+102 SF PORCH+100 SF PATIO Applicant: Owner: WAGNER, WAYNEL 6816 LUCIERNAGA CT 92009 1 1 (~4,1 , /760 431-0031 Pnents To '$6 Total Fees: $170737 95.00\ - Description (7 n ELECTRICAL TOTAL MECHANICAL TOTAL PLUMBING TOTAL BLDG PLAN CHEck zlu BUILDING PMTS' Enter Additional Reclai Enter Impact Fee PUBLIC FACILITIE PUBLIC IMPROVE STRNG MOTION TRAFFIC IMPACT ISSUED 11/03/1998 RMA 07/08/1999 1688 07/08/99 0001 01 02 C-PRMT 1637835 ce Due: $16,378.35 ) 1 Fee 60.00 67.50 182.00 694.90 530.00 1,069.08 2,400.00 2,925.00 7,962.12 310.00 22.75 850.00 Status: Applied: Entered By: Appr/lssued: Inspect Area: INLUKYOHML) 1952 10 \ o FINAL APPROVAL Date: /0 Clearance: NOTICE: Please take NOTICE that approval of your project includes the imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fee I You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accbrdance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, Ivoid, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacfly changes, nor plarning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. UI I Y 0I UAMLbAU 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 City of Carlsbad 07/08/1999 Sewer Permit Permit No: SE980248 Job Address: 2534 LUCIERNAGA ST CBAD Permit Type: SWRSD . Status: ISSUED Parcel No: 2152603500 Lot #: 180 Applied: 11/19/1998 Issued: 07/08/1999 Reference#: CB983766 Expired: Entered By: DT Project Title: SFD LA COSTA MEADOWS UNIT 1 Description: Permitee: I 6816 LUCIERNAGA CT CARLSBAD CA 92009 07/08/99 0001 01 1 760 431-0031 I t - Total Fees: $1,854.00 lance Due: $1,854.00 Payments To D t)/ ___ Description IQ Fee i Other 30.00 Sewer Fee 1,824:00 INCORPORATED 1952 II 1854.00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 bIJ PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 - •. FOR OFFICE USE OM ,3PLAN CHECK NO. EST. VAL. '2L 99/ Plan Ck. Deposit _______________ Validated By_______________________ Date q ck (. C661 d - Address (include BlaSuit #) Business Name (at this address) Legal Description Lo(No. udivision NaTe/mber Un No. ,, Pieo. 1cC) L1 Total# of units Asses Parcel # 3 ,sti Lt ' 69500 Descr ion o Work SQ. FT. #of Stories # o Bedrooms # of athro ms IJCONTACLPERSON ( ______ __ _ 1joj&a1_. L L.J cpO 'J c,ePt CoiIihi 92th? 7OLI3Icb3I Name I . Address ) City State/Zip Telephone # Fax # KDPI WANT fl ('nntr,-tn fl ,,nr,t fnrrnnt,,'tnr lflwner flAnpntfor(wner = 1 Name - Address City State/Zip. Telephone # OPE(TYOWNER pqQ Name Address City State/Zip Telephone # LPThCTOi1COMPANU&ME - (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 viplation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars I$5001). i-a ck ( 619,— Na -m Address City State/Zip Telephce # State License # License Class /r- ( City Business License # Desiqner Name Address City State/Zip Telephone State License # —] Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: o I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. - 0 I have and will maintain workers' compensation, as required by Section 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 ($1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as ( to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 00). addition to the co of co pensation, damages as provided for in Section 3706 of the Labor c de, interes nd attorney's fees. SIGNATURE DATE (/2/?7 I hereby affirm that I am exempt fro the Contractor's License Law for the following reason: ecI, as owner of the property r my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale . 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). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The ontractor's License twdoes 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. 0 YE have not) signed an application for a building permit for the proposed work. —, / _, I have contracted with the tpIosiing pe on (firm) to provide the proposed construction (inc name / address phony nu m / c tractors license nure' a M-1 - ü I plan to provide portions of the work, but I have hired the following person to coordinate, supervie and provide the major work (include name / address phone number / contractors license number): - I will provide some of the work, but I have cpntracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): I - a - - - PROPERTY OWNER SIGNATURE /L.'/ / OC-4J.L.. DATE Is the applicant or future building occupant required Wsubmit a business pf(n, acutely hazardous materials registration form or risk management and revention 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. rscoNSTRucIp 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______________________________________________________________ APPucANrcERTlncATloN 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 comm ced within 365 days fro the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after th ,menced for a od , 780 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File licant "PINK: Finance Inspection Lust Permit#: CB983766 Type: SFD 2600 SF+ 472 GAR+160 DECKS+102 SF PORCH+100 SF PATIO Date Inspection Item Inspector Act Comments 7/26/2000 89 Final Combo PD AP 7/20/2000 89 Final Combo PD CO SEE NOTICE ATTACHED 5/25/2000 23 Gas/Test/Repairs J AP 5/3/200022 Sewer/Water Service PS AP WATER SERVICE 5/3/200039 Final Electrical PS CO OK TO RELEASE ELEC 4/20/2000 34 Rough Electric DM NR 3/28/2000 21 Underground/Under Floor DM AP 3/27/2000 24 Rough/Topout DM NR 1/10/2000 23 Gas/Test/Repairs DM CA PER WAYNE 1/3/2000 17 Interior Lath/Drywall DM AP 1/3/2000 18 ExteriOr Lath/Drywall DM AP 12/20/1999 16 Insulation DM AP 12/15/1999 18 Exterior Lath/Drywall DM AP 12/15/1999 84 Rough Combo DM AP 12/14/1999 18 Exterior Lath/Drywall DM NR 12/14/1999 84 Rough Combo DM NR 12/6/1999 13 Shear Panels/HD's DM CO 12/6/1999 84 Rough Combo DM CO 12/3/1999 15 Roof/Reroof PD CA 10/14/1999 13 Shear Panels/HD's DA AP COLUMNS & WIN OK 10/14/1999 14 Frame/Steel/Bolting/Weldin DA WC 9/29/1999 83 Roof Sheathing/Ext Shear DM AP NEED TO LOOK AT CB s AT COLUMNS 9/28/1999 83 Roof Sheathing/Ext Shear DM NR 7/30/1999 11 Ftg/Foundation/Piers SP AP 7/23/1999 21 Underground/Under Floor SP AP Thursday, August 10, 2000 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 7/26/2000 Permit# CB983766 Inspector Assignment: PD Title: 2600 SF+ 472 GAR+160 DECKS+102 Description: SF PORCH+100 SF PATIO Type: SF0 Sub Type: Phone: 7603106726 Job Address: 2534 LUCIERNAGA ST Suite: Lot 180 Location: Inspector: APPLICANT WAGNER, WAYNE L Owner: WAGNER WAYNE&MARY Remarks: Total Time: Requested By: WAYNE Entered By: CHRISTINE CD Description Act Comments 19 Final Structural a4f 29 Final Plumbing 7 39 Final Electrical 49 Final Mechanical Associated PCRs Inspection History Date Description Act Insp Comments 7/20/2000 89 Final Combo CO PD SEE NOTICE ATTACHED 5/25/2000 23 Gas/Test/Repairs AP JL 5/3/2000 22 Sewer/Water Service AP PS WATER SERVICE 5/3/2000 39 Final Electrical CO PS OK TO RELEASE ELEC 4/20/2000 34 Rough Electric NR DM 3/28/2000 21 Underground/Under Floor AP DM 3/27/2000 24 Rough/Topout NR DM 1/10/2000 23 Gas/Test/Repairs CA DM PER WAYNE 1/3/2000 17 Interior Lath/Drywall AP DM 1/3/2000 18 Exterior Lath/Drywall AP DM 12/20/1999 16 Insulation AP DM 12/15/1999 18 Exterior Lath/Drywall AP DM 12115/1999 84 Rough Combo AP DM 12114/1999 18 Exterior Lath/Drywall NR DM 12/14/1999 84 Rough Combo NR DM 12/6/1999 13 Shear Panels/HD's CO DM Civil Engineering Land Planning Structural Surveying December 8, 1999 City of Carlsbad Building Inspection Department RE: FRAMING INSPECTION COMMENTS - THE WAGNER RESIDENCE 2534 LUCIERNAGA STREET, LA COSTA - CITY OF CARLSBAD This firm has reviewed and addressed the following comments from your recent framing inspection for the subject residence. IIOLDOWN POSTS At the time the plans were permitted, it was not certain whether 2 x 6 or 2 x 4 studs would be utilized. Since there was no problem with the plate height for either case, it was decided to use 2 x 4 studs @ 16" 0/c. However, the plan called for 4 x 6 post at all or most of the holdowns. These 4 x 6 posts are not required in these locations; therefore, the as-built 4 x 4 posts are adequate. It is my understanding that larger size posts were installed at the end supports for a couple of larger beams, which is obvious acceptable and recommended. FLOOR FRAMING There were several discussions during the design of the floor framing plans as to what direction that the TJI's would run. Apparently, they were installed going left to right on the plans. This direction is perfectly acceptable and since there is no "hanging" of TJI's in this direction, there are no requirements to utilize any double TJI's for use in hanging other TJI's. As Engineer of Vork for this residence, we hereby approve of the above conditions and recommend acceptance by your department so that framing approval can be granted. Should you have any questions or comments, please feel free to contact this firm at your Douglas E. Logan, R.C.E. 39726 Principal Office: 16236 San Dieguito Road. #3-11 • Rancho Santa Fe Mailing: PMB-N .132 N. El Camino Real . Encinitas, CA 92024 Phone 858-756-8696 Fax 858-756-8698 S. City of Carlsbad 75 Las Pakow Dii.e, CaddJJd Wdmib 92009 (,oZ INSPECTION RECORD' - INSPECTION RECORD CARD WITH APPROVED PLANW MUST BE KEPT ON THE JOB .4 602: ZTOV -1! CALL PRIOR TO 200 P.M. FOR NEXT WORKDAY INSPECTION - - BUILDING INSPECTION (760) 438-3101 7) - - LOT OU CR3TG6 2531 LUCJERIIAGA 81 GBAD -- • .:--. • - - - 2803+472GAR*l60 DECKS* 1( PORcH4-10O8F PATIO ECONS1. SFD CONTRACTOR - L 180 WAGNER. WAYNE I - - - . - AVPQflWfl Tfl WD :!r7b7. __ _____ ' a- -- ______ ,iiiI, ___r -.W.•.. iFU1ff __________......................... ,j •r.i y.. .:r •&v.u. I- ç(.' i• i • I: Ui . - ••_ (•• - t hr I uriiièi- • II, LI 1ti NVfi i' -- I hifI Stt .vT r.iirs i : I- .! •.1— - . .c:r,— •.?.11__•_ - SEE BACK MR W( AL N0225 Td T .6 J 7m $WA OOOc1 9 City of Carlsbad JUL 2 0 2000 Final BuiIdingInspection I - Dept: BuiIdi ini1f Planning CMWD St Lite Fire Plan Check #: Date: 7/20/2000 Permit #: CB983766 Permit Type: SF0 -- Project Name: 2600 SF+472 GAR+160 DECKS+102 Sub Type: SF PORCH+100 SF PATIO Address: 2534 LUCIERNAGA ST Lot: 180 Contact Person: WAYNE Phone: 7603106726 - Sewer Dist: LC Water Dist: CA Ins&ected Date Inspected: 1 /2ctJ, Approved: Disapproved: Inspected Inspected Date By: Inspected: Approved:. Disapproved: Inspected Date By: Inspected: Approved: ______ Disapproved: Comments: C c- EsGil Corporation 2n Partnership with government for Bui(4ing Safety DATE: March 26, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3766 PROJECT ADDRESS: 2534 Luciernaga St. PROJECT NAME: SFD for Wayne Wagner CIL-AE21,1CANT JURIS O PLAN REVIEWER O FILE SET: III The plans transmitted herewith have been corrected where necessary and substantially compl' with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check lIt and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for. your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. - The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: 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: Date contacted (by: ) Mail Telephone Fax In Person REMARKS: By: Abe Doliente Esgil Corporation OGA. 0MB OEJ 0PC Telephone #: Fax #: Enclosures: 3/26/99 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576 EsGil Corporation in Partnership with government for Wui&uing Safety .DATE: January 11, 1999 JURISDICTION: Carlsbad O AP LICANT JURI O PLAN REVIEWER O FILE PLAN CHECK.NO.: 98-3766 SET: II PROJECT ADDRESS: 2534 Luciernaga St. PROJECT NAME: SFD for Wayne Wagner LII The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified. below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted forrecheck. 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: Wayne L. Wagner 6816 Luciernaga Ct., Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: . Telephone #: Date contacted: (by: . ) Fax #: Mail Telephone Fax In Person III REMARKS: By: Abe Doliente Enclosures: Esgil Corporation El GA MB fl EJ I PC 1/5/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 5601468 • Fax (619) 560-1576 Carlsbad 98-3766 II January 11, 1999 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2534 Luciernaga St. DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/5/99 REVIEWED BY: Abe Doliente PLAN CHECK NO.: 98-3766 SET: II DATE RECHECK COMPLETED: January 11, 1999 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This' plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been' given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? LJYes No Carlsbad 98-3766 II January 11, 1999 2. 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). Architectural plans must be signed by the person responsible for their preparation. 5. 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. Recheck windows B & V. 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. Recheck door 101 and window P. 6. 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. 9. Specify truss identification numbers on the plans or the Engineer of Record shall sign the truss layout. 20. 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. The Documentation Author must sign the imprinted CF-IR form. 26 Foundation plans show 4" thick slab, but foundation note 7 on sheet 8 calls for typical concrete slab as 5" typical. Please clarify. 27. Clearly cross reference the beams shown on the framing plans (sheet 5) with the beam schedule shown on sheet 8 of the plans. 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 Abe Doliente at Esgil Corporation. Thank you. EsGil Corporation In Partnership with Government for Bui&Ing Safety DATE: 'November 17, 1998 ' U APPLICANT JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 98-3766 . SET: I PROJECT ADDRESS: 2534 Luciernaga St. PROJECT NAME: SFD for Wayne Wagner 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. 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. 1 The applicant's copy of the check list is enclosed for the jurisdiction to forward td the applicant contact person. The applicant's copy of the check list has been sent to: Wayne L. Wagner 6816 Luciernaga Ct., Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the' plan check has beers 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 LI REMARKS: By: Abe Doliente Enclosures: Esgil Corporation DGA flMB EJEJ LI PC 11/5/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 98-3766 November 17, 1998 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 98-3766 JURISDICTION: Carlsbad PROJECT ADDRESS: 2534 Luciernaga St. FLOOR AREA: Dwelling - 2,600 SF STORIES: 2 Garage - 472 SF; Decks - 164 SF Patio/Porch - 202 SF HEIGHT: DATE. PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 11/5/98 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Abe Doliente COMPLETED: November 17, 1998 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) r3forw.dot Carlsbad 98-3766 November 17, 1998 . PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit two sets of plans for residential projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets Of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineeringand Fire Departments. 2. 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. Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project, including dwelling, garage, patio, porch and deck. Section 106.3.3. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and the 1994 UBC, UMC and UPC and the 1993 NEC. . GENERAL RESIDENTIAL REQUIREMENTS Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 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. 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. Carlsbad 98-3766 November 17, 1998 . STAIRWAYS 6. 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. GARAGE AND CARPORTS 7. Show a self-closing door, either 13/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. 8. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 308, UPC Section 510.1. . FRAMING 9. Specify truss identification numbers on the plans or the Engineer of Record shall sign the truss layout. 10. 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." . MECHANICAL (UNIFORM MECHANICAL CODE) 11. Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 319.3, UMC. 12. Note on plan: Gas vents and noncombustible piping in walls, passing through three floors or less, shall be effectively draft stopped at each floor or ceiling. UBC, Section 711.3. . ELECTRICAL (NATIONAL ELECTRICAL CODE) 13. Note on the plans that receptacle outlet locations will comply with 1993 NEC Art. 210-52(a). Carlsbad 98-3766 November 17, 1998 14; For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling. NEC Art. 210-52 (e). This receptacle must be GFCI protected. . PLUMBING (UNIFORM PLUMBING CODE) Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 510.3. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. Show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 -of the'tank and one strap at bottom 1/3 of the tank). UPC, Section 510.0 Provide a note on the plans: In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves. UPC Section 410.7 New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). . ENERGY CONSERVATION The regulations require a properly completed and properly signed Form CF-lR 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. The Documentation Author must sign the imprinted CF-1 R form. . CARLSBAD S.F.D. & DUPLEX SUPPLEMENT New residential units must be pre-plumbed for future solar water, heating. Note• that two roof jacks must be installed where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note that two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Carlsbad 98-3766 November 17, 1998 Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 4797. . MISCELLANEOUS Complete and recheck all the call-outs and cross references to the details. Foundation plans show 4" thick slab, but foundation note 7 on sheet 8 calls for typical concrete slab as 5" typical. Please clarify. Beams shown on the framing plans do not agree with the beam schedule shown on sheet 8 of the plans and on sheet 7 of the structural calculations. Revise the floor diaphragm notes on sheet 8 to show floor sheathing to be index 40/20. Roof framing note I on sheet 8 of the plans conflicts with the roof framing plan note I on sheet 5 of the plans. Please clarify. 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 El N6 13 32. 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 Abe Doliente at Esgil Corporation. Thank you. Carlsbad 98-3766 November 17, 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3766 PREPARED BY: Abe Doliente DATE: November 1., 1998 BUILDING ADDRESS: 2534 Luciernaga St. BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA (ft. 2) VALUATION MULTIPLIER VALUE ($) Dwelling 2,600 SF 82.00 213,200 Garage 472 SF 23.00 10,852 Decks 164 SF 12.00 1,968 Patio/Porch 202 SF 7.25 1,465 Air Conditioning Fire Sprinklers TOTAL VALUE 227,489 1994 UBC Building Permit Fee LI Bldg. Permit Fee by ordinance: $ 1,069.08 1994 UBC Plan Check Fee LI Plan Check Fee by ordinance: $ 694.90 Type of Review: Complete Review LI Structural Only LI Hourly LI Repetitive Fee Applicable LI Other: Esgil Plan Review Fee: $ 555.92 Comments: Sheet I of I macvalue.doc 5196 City of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: - / i9./dl PLANCHECK NO.: CB 9 06 :? 7 (c'C' BUILDING ADDRESS: 2534 PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: 21 5 —(Oo — EST. VALUE: 2211 44 I ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see- e attached report of deficiencies marked it . Mao necessary corrections to plans or spebfiea6arrg for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. EJPZ f) ?4 O LD )Ef'T By j )/Date: By: Date: By: Date: FOROFFICIAL USE ONLY ENGINEERING AUTHORIZATIONTO ISSUE BUILDING PERMIT: B<y.Date: ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON Dedication Application Name: Danna Trigs Dedication Checklist City of Carlsbad Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4374 CFD INFORMATION Parcel Map No: Lots: Recordation: Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet Sewer Fee Information Sheet A-4 IneC ..KI5t POThJ oO HwoRD bo as a mas r.- aCrisbad, CA 92009-1576. (760) 438-1161 • FAX (760) 469 BUILDING PLANCHECK CHECKLIST SITE PLAN ervth e a fully dimensioned site plan drawn to scale. Show: Arrow 'fperty Lines ing & Proposed Structures E(ftiements ing Street Improvements ZE Width & Adjacent Streets cV 'Driveway widths Show on site plan: (ill2rainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive - drainage of 2% to swale 5' away from building.' Existing & Proposed Slopes and Topography 13/ C3 Ek 3. Include on title sheet: Ae address / ysLegal sessor's Parcel Number 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 1J ID U 4a. Project does not comply with the following Engineering Conditions of approval for Project No.________________________________________________________ 4b. All conditions are in compliance Date: H:W0RDD0CS1CHKLS1\3ojIng Plancheck Mist 8P0001 Porn, OT.doc 2 I - 7'k Ren. Lo+ '90 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 1& 2' 3RD/ 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 1/2' x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the 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 11 Q Q 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: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or 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: H:WORODOCS\CHKLSfl8uiJding Plancheck Mist BP0001 Form OT.doc 3 Rev. 12126/96 St./ 2ndl 3rd./ BUILDING PLANCHECK CHECKLIST 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. / Future Improvement Agreement completed by: Date: II 6d. 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. 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. 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: Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 3p4p 7d.No Grading Permit required. e5 SO 6 :/0 L3 7e.If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 0 0 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: H:\WORD\OCSCHKLSrSuHdinp Planthecl, Mist BP0001 Form DT.doc 4 Rev. 12126/96 Is BUILDING PLANCHECK CHECKLIST 1 1 St 2nd1 3rdl 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. II 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 occurs first 12. /Required fees are attached J No fees required H:\WORD\DOCS\CHKLSTB,,iI,ing Plantheck Ckkt BP0001 Form DT.doc Rev. 1226/96 0 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET O Estimate based on unconfirmed information from applicant. o Calculation based on building plancheck plan submittal. Address: 21534 Luctx CkCeL £-\-- Bldg. Permit No.________________ Prepared by: _YTr' Date: / I Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: SID Sq. Ft./Units: EDU's: I Types of Use:. .. Sq. Ft./Units:. EDU's: ADT CALCULATIONS: List types and square footages for all uses. . Types of Use: SIP . . Sq. Ft./Units: .:: ADT's: is Types of Use: .. Sq. Ft./Units:.,'. •. . ADT's: s.. . FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1,. reduced Traffic Impact Fee)\NO . .. - 1. PARK-IN-LIEU FEE PARK AREA &. #: .. S FEE/UNIT: S X NO. UNITS:_______ . . $____________ TRAFFIC IMPACT FEE . S ADTs/l431o: . X FEE/ADT: 870 = $70 ___________ BRIDGE AND THOROUGHFARE FEE (DIST. #1 - DIST. #2 . _-. . 01ST. #3 ) ADT's/U:t X FEE/ADT: Z4FACILITIESMANAGEMENT FEE = . ZONE:__ (22 _______ Uij/SQ.FT.: X FEE/SQ.FT.ItJr: 3 10 $310 0 5. SEWER FEE PERMIT NoSe EDU's: 1 X FEE/EDU:I S54- =$ BENEFIT AREA: /A DRAINAGE BASIN:______ EDU's: 06. SEWER LATERAL ($2,500) DRAINAGE FEES PLDA________ ACRES: X FEE/EDU:________ =$_____ HIGH /LOW X X FEE/AC: $ TOTAL OF ABOVE FEES*: $ *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',MISFORNSWEE CALCULATION WORKSHEET REV 7/13/98 PLANNING DEPAR T M E N T BUILDING PLAN C H E C K R E V I E W C H E C K L I S T Plan Check No. CB IL' .1 /19(1' Address Planner Phone (619) 438-1161, extension7 f , APN: Type of Project & Use: j_p4(y Net Project Density: _DU'AC Zoning:___ General Plan: Facilities Management Zone: _______ CFD fininsift #Date of participation: Remaining net dev acres:_____ Circle One (For non-residential development: T y p e o f l a n d u s e d c r e a t e d b y this permit: Legend: Item Complete (Z~Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approv a l ? I f n o t , s t a t e c o n d i t i o n s w h i c h r e q u i r e a c t i o n . Conditions of Approval : Discretionary Action Required: YES NO TYPE ( APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval ? I f n o t , s t a t e c o n d i t i o n s w h i c h r e q u i r e action. Conditions of Approval:_____________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E E Coastal Zone Assessment/Com p l i a n c e Project site located in Coastal Zone? Y E S NO 7'0 CA Coastal Commission Authority? Y E S _ _ _ _ N , 2 $ ' _ _ _ If California Coastal Commission Authority: Co n t a c t t h e m a t - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (61 9 ) 5 2 1 - 8 0 3 6 Determine status (Coastal Permit Req u i r e d o r E x Coastal Permit Determination For m a t r r m p l è t e d ? Y E S NO____ If NO. complete Coastal Permit Det e r m è c F o r m n o w . Coastal Permit DeterminatiojiX6g #: Follow-Up Actions: Stamp Bujiding Plans as "Exempt" or " C o a s t a l P e r m i t R e q u i r e d " ( a t m i n i m u m Floor P,ptcs). Comp(ete Coastal Permit Determinatio n L o g a s n e e d e d . MME Inclusionary Housing Fee required: YES NO (Effective aate of inciusionary Housing Ordinance - May 217K993.) Data Entry Completed? YES ___ NO (Enter CB #; UACT; NEXT12; Construct h4asing V/N; Enter Fee Amount ( S e e f e e s c h e d u l e T o t a m o u n t eturr Site Plan: Provide a fully dimensional site plan drawn to scale. Sho w : N o r t h a r r o w , property lines, easements, existing and proposed structures, s t r e e t s , existing street improvements, right-of-way width, dimensional setba c k s a n d e x i s t i n g topographical lines. Provide legal description of property and assessor's parcel numb e r . Zoning: 1.. Setbacks: Front: Required Shown Interior Side: Required 2* Shown •'7 Street Side: Required Shown - Rear: Required ti.' f& Shown 71/' Ui.- 2. Accessory structure setbacks: Front: Shown Interior Side: —Required Shown StreetSicLe Required Shown Re Required Shown tructure separation: Required Shown E 3. Lot Coverage: Required Shown 11Y6 Height: Required Shown Parking: Spaces Required Showrf2 Guest Spaces Required Shown E fl Additional Comments____________________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER - —ATE____ Civil Engineering Land Planning Structural Surveying September 23, 1998 1 OF (I., STRUCTURAL CALCULATIONS FOR THE WAGNER RESIDENCE DESCRIPTION: CUSTOM SINGLE FAMILY RESIDENCE LOT 180, LA COSTA MEADOWS LUCIERNAGA STREET CITY OF CARLSBAD OWNER/BUILDER: (oFESSITh co rn LU C39726 rn cc * EXP. 12-31-01 * IV WAYNE WAGNER 6816 LUCIERNAGA COURT CARLSBAD, CA 92009 760-431-0031 S EXPIRES 12-31-01 132 N. El Camino Real, Suite N Encinitas, CA 92024 Fox/ Phone 760-942-8474 ~~6~oVJ Z-e'. .. L.L.=16 PSF L.L.=10 PSF L.L.=40 PSF L.L.=60 PSF D.L.=19 PSF D.L.= 5 PSF D.L.=10 PSF D.L.= 5 PSF 2 of11/ I. DESIGN CRITERIA 1) REFERENCES - 1994 UNIFORM BUILDING CODE - MASONRY HANDBOOK, JAMES AMRHEIN,S.E. (5th ED.) LOADING - ROOF (>4:12.) - CEILING - FLOOR (U.O.N.) - BALCONY(U.O.N.) SEISMIC/WIND -WIND. - SEISMIC (ZONE 4) TIMBER SEE CALCS Vs = 0.183 D.L. - REPETITIVE D.F. #2 (OR AS NOTED) - BEAMS/SINGLES D.F. #1 (OR AS NOTED) - GLULAMS COMB 22F-V4 (OR AS NOTED) - MICROLAM/PARALLAM BY TRUS JOIST (M.L./P.L.) CONCRETE - 2500 PSI @ 28 DAYS, U.O.N. SOILS - SOILS REPORT BY - ASBP = PSF MASONRY WALLS, U.O.N. F'm = 1500 PSI Fs = 24000 PSI N = 25.8 HALF STRESS DESIGN SOLID GROUT NO SPECIAL INSPECTION STEEL STRUCTURAL STEEL PER ASTM A-36 FABRICATED & ERECTED PER ATSC SPECS BOLTS UNLESS OTHERWISE NOTED, ASTM: A307 WELDING PER AWS D1.1-77, E70XX ELECTRODES 3of) II. VERTICAL ANALYSIS ROOF DIAPHRAGM: 1/2" CDX Plywood (32/16), ST. II (Mm. Req.) E.N. 8d @ 6" o.ç. F. N. 8d @ 12" o.c. FLOOR DIAPHRAGM: 5/8" T&G Plywood (32/16), ST. II (Min. Req.) E.N. 8d @ 6" o.c. F.N. 8d@10"o.c. V1 M, & Deflection: Determined by the standards set by the American Institute of Steel Construction Publication, pgs. 2-198 through 2-211. Formulas used in accordance with these standards are as follows: 1.5V A reqd - F D= Deflectionmax < L El - 240 12M S reqd Fb Dx (1728)(240) reqd (1700)(12) L I reqd = D(20.33) L (ft) LOCAN ENGINEERING Z7 .1.: B. I-LTheI2S ITT (°)------------ -- I- 60 bo L'Y:(ii&I) flo ic • O - - -- ----_-_, - - -- ----- - - STA I-, 4 3000 SUMMARY OF VERTICAL DESIGN Beam TL ( ft)* V( lb) Fm (ft-1b) I D J A (in 2)S (in 3)I (in 4)Mm. Sizes (D.F., U..O.N.) SECOND FLOOR BEAMS C13-1 12 3,740 10,100 130 59 93 220 3.5x11.25 PL/6x12 C13-2. 13 2,210 7,183 126 35 66 198 4x12/6x10 C13-3 6 1,020 1,530 10 16 14 34 4x8/6x6 H-1 10 3,000 7,500 78 47 69 159 3.5x11.25 PL/6x12 FIRST FLOOR BEAMS F13-1 12 3,980 12,000 170 63 111 288 2-4x1 2's F13-2 20 8,790 44,900 1,830 139 414 1,860 7x16 PL F13-3 4 850 850 5 13 8 25 3.5x11.25 PL H-2 16 1,120 4,480 119 18 41 152 4x14 /6x12 H-3 4 2,240 2,240 5 35 21 25 4x10/6x8 H-4 5 21930 41330 10 46 40 41 3.5x9.5 PL H-5 5 1,188 1,484 5 19 14 20 4x6/6x6 PW "L7 Is for caics only. Refer to plan for actual lengths. WAGNERLUCIERNAGA ST. g 4 Iz- 111. LATERAL ANALYSIS Vw =Ce Cq qs I=(O,i)(1.3)(12.6)(1.0)=iIiS psf Note: Exposure"_____ V =z I C D.L. = (0.40)(1.0)(2.75) = 0.138W D.L. R 8 Note: Zone 4 I ALL PLYWOOD SHEAR I SEISMIC DISTRIBUTION: 2 STORY: RF+WALLS FLR+ WALLS WT W H W H WH Sum(W H) WT V (psf) '34 17' 4i' ______ Z2- 8 !'?G /,I '76 _?4 cG.o 7._i 2N0 FLR 1STFLR I STORY: Vs = [ V -F (0. ] x 0.138 = 4 1 psf RF WL ANALYZE EACH SHEAR LINE PER PLAN FOR WORST CASE CONDITION (ie. Wind or Seismic). DESIGN ACCORDINGLY. it LOIAN ENGINEERING OA (30 ) Zoio ...z74Q: V © \j: :14(I1)(7()+ 7iO 4O __ • v 16(t-i)(7)(c1q 1Bo' 10 Ve 1Az, (0(çq'): 1?4O T. 4: 7) Cl * (o(J (17)"485 0 -------------------------------------- --- "------ 77. SUMMARY OF LATERAL DESIGN Grid Line Total V P.H. S.P. Lengths T.L. Unit Shear (v) Overturning S.P. Type Hold Downs SECOND FLOOR A 2,740 8 9.5 9.5 288 1,851 3 MST37 B 4,600 8 1+1+8 10 460 2,655 3 MST48 C 1,860 8 8+1 9 207 731 2 N.R. 1 2,410 8 4.5+4.5 9 268 2,142 3 MST48 2 2,740 8 5+3 8 343 1,300 3 N.R. 4 2,740 8 8 8 343 1,300 3 N.R. 5 2,410 8 8 8 301 2,410 3 MST48 FIRST FLOOR A 2,480 8 8 8 310 1,696 3 HD2A B 6,390 8 1+1+5+6 13 492 3,293 4 HDSA C 3,950 8 1+8 9 439 2,184 3 HD2A 1-2 4,850 8 5+4+4 13 373 2,448 3 HD2A 3 4,425 8 9.5 9.5 466 2,843 3 HD5A 4-5 4,850 8 9+2.5+2.5 14 346 1,511 3 HD2A 6 1,475 7 2+2 4 369 2,581 3 HD2A WAGNER-LUCIERNA6A CT. I STONE TRUSS COMPANY STONE TRUSS CO. CERTIFIED INSPECTION ICBO EVALUATION SERVICE INC. AA-583 IN STRICT ACCORDANCE WITH UBC 2343 PREFABRICATED WARNING * WARNING * WARNING BE SURE ERECTION CONTRACTOR UNDERSTANDS HIB-91.SUMMARY SHEET ENCLOSED C6 9& E -) ~?P2 507 JONES ROAD • OCEANSIDE, CALIFORNIA 92054 • (760) 967-6171 • FAX (760) 967-6178 STOOl lea 17'8 BG 10' i I mi 0 ui z 0 J (Y) mill 0.0 F-C - w Ui Ui i ow co of ow _) t cn u 0J (0 -- - ---- z WF- I (5 (n o Ui NOTES. I- 5.5/12 ROOF PITCH 0 CD 3/12 CEILING PITCH I I COMP SHINGLES I 11111 JOB NO: 2X4 TOP CHORD U=ii 8922 24" OVERHANGS 24" OC SPACING I I PAGE NO: I OF I oil ui . I i. I--- I-_ i_ _______________ o o Max. Length W/strongback brace (S) 8-0-0 nall rJback :dger II :L 1 . (nill to vert. i/2-l0d nails) DETAIL A' (T) Detail 2X4 FLH2 r better 450\\ A l, IIL I / If Stroiigback _\ -0\mm braced at 60" O.C. TRUSSES BRACING DETAIL / pjs, Max. Web / lX3 2-0-0 (0)1 2X4* 8-1-0 13-6-0 (ml n_C.... .._ rl__.._.. r.....1_... r_nfl,I_1 C..... - —. 4 • 10.! tX,tI,O, MAILS Y/-- - - --T . - TyP. NOTCH /- @ 24" O.C. 3.5" Max. I SYM I- ABOUT 12" M'>' I 24" Max OLJTI.00KER CRITERIA Ilool Mat.erta\ — 7-- Oullooker 01---TAIL •D' Gable end Gable (G) Gable end design based on 00 MPH End wind load, exposure "C" at 0-20 Ft. mean height. l)eLall "A" fly , .1.__.. _ (lax. Out looker.... (C) lxi continuous lateral bracing for brace (strongback) member longer than 72". Attach at midpoint of each brace W/2-8d common nails. 2X4 F.L. ((2 or BTR Stronyback brace (0) Option to web plating: -use (3)-2" wire staples (0.072 Dia./15 GA. ) toe- nailed thru chord into web & thru web into chord on one face for a total of 6 staples. (P1) , (SI), & (Ill) must be plated. _II) I ............. 'III (S 1) 1 CONTINUOUS SUPPORT (P1) Peak plate to match common trusses. (Si) Splice plate to match common trusses. (Ill) Heel plate to match common trusses. Span to match common trusses product. attachment specification (attach '.11 I(C[CU LO J.IBSOII L.l1I.CLIULJ LlhIIi 101L in Fl direction). 2X4 SPF Max. Length * .-.-- lumber without grade bracing (N) --.—. I) -------H STANDARD 4-2-0 NOTE: This detail may he used for trusses with pitched B.C. also. (K) Spacing for 114 = 71.0" o.c. MOTE: Chords to be 2X4 Fir-Larch ((2 Minimum 11EV 15.6.5 SCALE 0.5000 SEON--_50006 __________________ LJ C-'=). c ___ C_I l ZPI\ __ ___ ' TRUSS C.I C1 ) _' c r.j'cm Al Pll1( f,AUIL(IftIl PlnllIl6IS. IIC IMPORTANT K K 51)61 1611 11(l)L5llI)l5llIl C ,13, YIAl)lll II4 UlIS 11106 0.1 1I5( II$ IcAI0.. UU All 1611(615 tO BUILD I( 1)11155 III CI)IA 001160.1 WI II, 05166 BY II'I £101116 COIA*CIOAIS AlIt 111(15 Ut 206* G*LV. SII(L lALCIllIG £516 £416 CD A (XC(Pl AS 1661(0. *PY LUIPECIIIIIS In 16(11 (aLl l 116155 *1*1 (Jlt.(SS 01116101105 ((CASIO 1111 11115 IlISIClE POSIII(IN 1lA*SCIOIIS 0(6 0.1*611165 I0. l0 C 110*.!. IlISIClI sallla0oS (0.50116 II/A11'tICABI.B Pnovl5l0.ls (if IllS L II'l . All (IIGII16(15 SEAL oil 11111 161561116 *01)1.1(5 ID 1116 C(P6UlItlll flfl'ICI(I) lEll( I 0.6.! 66 6), 01 ILL 1(11 111.60 11(6. 11)1150(5 IltIllIllIC tBtl1(60 (*0! WARNING u.l:cuIAl 666 BllACIl. YBE IIIfl9I DY IPI. 5 11115 1(.sIG)i 00)1 60.111161111 SPECIAL 1(011*1401 ,,llal;l,4 PS OUIDOIIIIIIS. (66.155 01116161151 IIWIICAI(Ii. lop CllO SIIALL 61 LAl(PAILY BIIAC(Il 61111 1)101150 LI AIIACI(II 01.1*1510 51(51111116. 0011104 06100 Ill Ill l)16Il5l6.Y AIIACItI) "lImo CLIL 1116 .- 0(1 £101116 I(CIIIICAL (AllAh liFt/OIl 1011 1110.111 (1(1111(01 £PPLICA1I0U. (06611511 A £006 (IC tIllS lISSILIl ID 0.5 muss coac, 11111 arim. 5rc, , CIVIL / OF Ch (JESI GM cfll T: UBC REF R84 49442 IC I.L 30.0 PSF IC DL IS . 0 PSF IC DL . 0 PSF OT L0. 50 .0 PSF DATE 7!20/93 D11WG CD1 08 CA-ENG' 0/A LEN. VARIES DUfl.FAC. 1.15 PITCH VAflIS _ SPACING - IYPE GABLE END —iei lfl)SII_II!lllI_I_our. INS l'I')I 11*1 111)1*1. IlISIGlI 501(101(611011 (011 *10111 I:,l.,;IIOIC, (Al THIS DETAIL SHOWS TYPICAL VALLEY FILL FRAMING THAT WILL DISTRIBUTE ALL LOADS EQUALLY TO THE TRUSSES BELOW. ALL CONNECTIONS AND LUMBER USED FOR THE FRAMING ARE TO BE DESIGNED BY OTHERS. NO ADDITIONAL LOADING IS REQUIRED ON THE TRUSSES BELOW PROVIDED THAT THE LOADS ON THE VALLEY FRAMING ARE EQUALLY DISTRIBUTED TO THE TRUSSES BELOW BY USE OF CRIPPLES AS SPECIFIED. POST FROM RIDGE TO PURLIN OR TRUSS. POST FROM RAFTER/RIDGE TO BEARING. GABLE, OR GIRDER. POST FROM RAFTER TO PURLIN OR TRUSS. M SEE ALPINE DRAWINGS FOR DESIGN OF TRUSSES BELOW. NOTE, PLYWOOD SHEATHING IS REQUIRED BELOW THE VALLEY FILL TO BRACE THE TOP CHORD OF THE TRUSSES AND TO DISTRIBUTE THE LOADING. A md 4-0-0 MX. BETWEEN CRIPPLES cE'nrnTf'I,,T ,., 'I h 'I m IN im 'TRUSSES (* ILI- 11 4-0-0 MAX. BETWEEN CRIPPLES. VALLEY ERS I, - VALLEY RIDGE 1X6 OR ROOF SHEATHING REV 15 DESIGN CRIT: ALPINE ENGINEERED PRODUCTS. INC. *3(IMPORTANT3(3 SHALL NOT BE RESPONSIBLE FOR ANY TRUSSES REOUIRE EXTREME CARE WARNING IN HANDLING, OBVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY ERECTION AND BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 01168 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASIM OWREMENTS. UNLESS OTHERWISE INDICATED. TOP A440 OP A EXCEPT As NOTED. APPLY COPEIECTOPS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ALP I NE TRUSS AND 1841555 OTHERWISE LOCATED ON THIS DESIGN. POSITION 10 ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER ORAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = T TRUSS. CONFORMIl/APPLICABLE PROVISIONS OF HOG S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/11911 FOR PROPER =3 =3 =3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN OILY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DRYWALL APPLICATION. FURNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR. R--TPI - TRUSS PLATE INSTITUTE. - ISIS 1991 NATIONAL DESIGN SPECIFICATION FOR W000 COtISTRtrTIfl,, C REF R090-14 DATE 02/11 ORWG 3.045,927 CA-ENG JPJ/ DETAIL THIS DWG PREPARED FROM COPIPUTEP. INPUT (LOADS & DIMINSIDNS) SUBMITTED BY IRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE JO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PLJRLINS TO BRACE IC @ 24.00" DC & BC @ 72.00 OC. DEFLECTION MEETS 1./360.00 LIVE AND L/240.00 TOTAL LOAD. * Truss Designs Prepared By: STONE TRUSS / 619-967-6171 * '- 507 JONES ROAD / OCEANSIDE. CA 92054 * 6.922-BERKELEY MODEL - A SCISSOR TOP CHORD 2x4 OF-I. #1 801 CHORD 2x4 DF-L #1 " WEBS 2x4 HF Std/Stud -'.'LATES DESIGNED FOR GREEN LUMBER PER NOS-97 TABLE 7.3.3. PSF BC LIVE LOAD PER UBC. 00 W5X5 9 -0-0 WiAb AI) WjX5 (Al) I 0 j 15-0-8 15-0 -8 o 30-1-0 Over 2 Supports . R=937 W"'3.5" R=937 W3.5 ri PLT TYP. Wave TPI-9b Design Criteria: TP1(ST[fl 18.2e8 CA/-/2]-/-f-/F Scale .1875"/Ft. ALP =Z4 INE AJpineEngiaI Prodos Inc SZLRDISIãIEO,CA 95g VARNING" TRUSSES REQUIRE (ITREHE CARE IN F080ICAIIOD. DROOl INS. SHIPPING. INSTALLING AIlS RRACIX$G. REICH TO 111 91 (HANDUNS INSTALLING AND BRACING). PUBLISHED HP TPJ (TRUSS PLATE IlISIlIUlE. )N3 D000FRIO OR.. SUITE ZOO, HAQISON, NI 53759). IQR SAFETY PRACTICES PRIOR TO PERFORMING THESE rUNcTIoNS. ORLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERI'! ATTACHED STRUCTURAL PANELS. DOTTER CHORD SHALL 11*91 A PROPERLY ATTACHED RIGID CEILING. ""IMPORTANT' . FURNISH A COPY OF THIS RUlER TO THE INSTALLATION CONTRACTOR. ALPINE ENGIuLERLO PRODUCTS. INC. SHALL HOT RI RESPONSIBLE 100 AlIT DEVIATION P0011 THIS DESIGN: ANY FAILURE TO BUILD TIlE TOUSSFS ID CONFORHSNCR WITH TPI; OR FAHRICGTIHS. HANDLING. SHIPPING. IWSTALLIIG AND lENtils OF 11105515. THIS OUSIUR COTIFORHI 0111$ APPLICADLE PROVISIONS OF DOS (JIATIOHAL DESIUR SPEC IC IFATION PUOLISHFO DY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AOL MARl OF 206* 55TH *653 ODOR SHED. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS RD EACH FACE OF TRUSS. ARO 501155 OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DEADlIER 160 A-U, THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE Or PROFESSIONAL (NCIOETRTNG CUTIPON(HT FOR ANY PARTICULAR BUILDING IS TOG RESPONSIHII ITS OF THE BUILDING DESIGNER. PER ARSIFTPI I'IVHG SECTION 2. TELPONSIHILITY SOLELY FOR INS TRUST CUDPDDFNT DESIGN SHOWN. THE SUITABILITY ANY 051 OF THIS W. 98 C43845 63I * CtY1r. IC IC BC BC TOT. LL DL DL LL LD . 16.0 28.0 7.0 5.0 0.0 PSF PSF PSF PSF PSF REF P090- -15772 DATE 11/02/98 DRW CAUSRDSO 98306014 _____________________________________ CA '-ENG SAM/CWC SEON - 26815 OUR. FAC . 1. 25 -. FROM JEC SPACING 24.0" (6922-BERKELEY MODEl - A] 2PLY SCISSOR HIP 1110) THIS DWG PREPARED FROM COMP%)1FR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. lop CHORD 2x4 DF-L #1 BOT CHORD 2x4 DF-L #1 ;B2 2x4 DF-L #I&BOL; " WEBS 24 HF Std/Stud cli 'LATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. .!OEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HIP DESIGNED TO SUPPORT 10-0-0 JACKS WITH NO WEBS. 0=' 1, W8X8 W3X4ø 6- 0) 9 2 A1 'c W3X8m W8X8 W3X7 (Al) 2 Complete Trusses Required NAILING SCHEDULE: (O.I31x3.O_9_naI1) TOP CHORD; I ROW @ 12 o.c. BOT CHORD; I ROW @ I? O.C. WEBS : I ROW @ 4 o.c. USE COUAI. SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 'LOADING ON THIS TRUSS CALCULATED BY JOB-DFSIGNER. AND MODIFIED BY TRUSS FABRICATOR*** CALCULATED HORIZONTAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.24 DUE TO DEAD LOAD. r—T 9-10-15 10-5-5 .J 9-8-12 J 10-3-0 9-7-0 10-3-0 30-1-0 Over 2 Supports R-2201 W3.5" R-'2201 W-3.5 /31 PLT TYP. High Stren9th.Wave TPI-95 Design Criteria: TPI(STD 18.2e6 CA/-/2/ I -I -IF Scale .1875"/Ft. ____ WARNIHG- TRUSSES REQUIRE GRIRLO! TARP IN FABRICATION. HANDLING. SHIPPING. JUSTALIINS AND BRACING. SEPIa TO 111095 (HANDLING INSlALLINC, AND BRACING). PUBLISHED OH P71 (TRUSS PLATE T LL 16.0 PSF REF ROgO- -15769 INSTITUTE. 583 DOBOPRIO ON.. SUITE soD. MADISON. MI 53700). FOR SAFETY PRACTICES P0100 ID PENP000IUG THESE FUNCTIONS. UNLESS OTNERUISI IROICNTPA. TOP COOED SMALL HAVE PROPERLY ATTACHED STRUCTURAL PAIVELS. BOTTOM CHORD SHALL HAVE A P0071910 AIIHCHEO 91010 CEILING. 98 TC DL 7.0 PSF DATE 11/02/98 "IMPORTANT" P0901011 A COPY OF ThIS DESIGN 10 TOE INSTALLAIION CONIRAC000. AlPINE ENGINEERED PRODUCTS. INC. SNAIL NOT RI OEOPOII5180E FOP. ANY DEOIAI100 F600 THIS DESIGN: ARV FAILURE TO \ \\ BC DL 5.0 PSF DRW CAUSRO9O 98306019 4 BUILD THE TRUSSES IN CDNPONIIANCC 111111 TPI: ON FG091CAIING, HANDLING. SHIPPING. INSTAllING AND 1) 09OCt05 OF TRUSSES. 11110 DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS RIIAIIOIlAl DESIGN BC LL 0.0 PSF CA-ENG SAM/CWC ALPINE GPFCIFICATIOII PUOLISNED BY TOE AHERICAM TRUEST AND PAPER ASSOCIATION) AND IPI ALPINE DIP 63M SEON - 21637 7 . COIIWFCTORS ARE BADE or OOSA AIIM A653 0040 GALA. STEEL. LICEPT AS NOTED. APPLY CON1ILCIORC TO IT TOT.LD. 28.D PSF tACO FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 00 0111$ 0(5166. POSITIOIL CONNECTORS PER DRAWINGS 160 AL THE SEAL ON iRIS DONNING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. __________ 1.25 _______________ FROM ,1EC AIpIflEt1flOCYCdPrOdICtSIIK RESP005IBILINT SOLElY FOM ONE TRUSS COMPONENT DESIGN SHOWN. THE SU1TABILITI AND USE OF THIS SPACING 24.0 S6cIosncoIW.CA9828 COMPONENT FOR ANT PARlICULH.N 65110100 Is THE RESPONSIBILITY or THE BUILDING DESIGNER. PER ANSI/TPI 11995 SLCIION . - a 6.922-BERKELEY MODEL - A2 SCISSOR HIP H12 TOP CHORD 2x4 DF-L #1 BOT CHORD 2x4 DF-L #1 WEBS 2x4 HF Std/Stud -. PLATES DESIGNED FOR GREEN LUMBER PER NOS-97 TABLE 7.3.3. THIS 0MG PREPARED FROM COMPIITFR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLEC1ION IS 0.22 DUE TO LIVE LOAD AND 0.17 DUE TO DEAD LOAD. DEFLECTION MEETS L/360.00 LIVE AND LJ240.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBE. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. **t***t*****t**************************t****t********t*t*** * Truss Designs Prepared By: STONE TRUSS / 619-967-6171 * * 507 JONES ROAD / OCEANSIDE. CA 92054 * W3X7 W3X4 W3X7' C- W3X4. W3X4 5.5 = 5X12 W5X12 EE 3 — W2X4 III W2X4 Ill _4..9-o-o W3X5(AI) W3X5(A1) -LLJ 11-10-15 6-5-8 4.. 11-8-9 12-1-8 5-10-0 12-1-8 30-1-0 Over 2 Supports R937 W3.5 R'=937 W-4.95" C"J PLT TYP. Wave TPI-95 Design Criteria: TPI(STD 18.2e8 CAJ-/2/-/-/-/F Scale —.I875/Ft. 00 WARHUHG" TRUSSES NIQIJIUF FOTREHE CARE lB FABRICATION. HANDLING. SHIPPING. INSTALLING *00 "WARM IFI PLAIN TC LL 16.0 PSF RFF R090--15770 BRACING. NOIRE TO NIB-RI (HANDLING 1051*111MG AND BRACING). PUBLISHED UT (TRUSS INCTITUTE. 583 0OBOHMIO DR., SOUTH 200. 10*01500. HI (3710). FOR SAFETY PRACTICES ONION 10 PCNFDNRIAS THESE FUACTIORS. UNlESS OJUERBISH INOTEAIEO. sor CHORD SHALL HAVE PROPERLY ATTACHED . IC DI 7.0 PSI DATE 11/02/98 cli STRUCTURAL PANELS. RDFTON CHORD SHALL HAVE A P000IRLT ATTACHED 01611) CEILING. *IMPORTANT** FURNISH A COPY 01 THIS DESIGN TO TIlE INSIALLATION CONTRACTOR. ALPINE ENGINEERED 98 BC DL 5.0 PSF DRW CAUSR090 98306012 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY OLTIAIIOII FROM THIS 0(01GM: ANY FAILURE TO BUILD THE TRUSSES IN CSOIRUIIARC( VITA TPI: ON FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OLDIES COH FORM S WITH APPLICROLL PROVISIONS OF 005 (NATIONAL 0151GB BC LL 0.0 PSI CA-ENG SAM/CWC ALPINE SPECIFICATION PUBLISHED NT THE AMERICAN FORGOT AND PAPER ASSOCIATION)AND IPI ALPIIIE SEON 26806 . C000ICI0US ARE MADE 01 2000 *0TH 0653 0040 GALA. STEEL, INCEPT AS NOTED. APPLY C0001CTOOS TO * TOT. ID. 28.0 PSI EACH FACE OF THUGS, AND UNLESS OTHERWISE LOCATED SN THIS DESIGN. 00511100 CONNECTORS PER cfllfl. DUR. FAC. 1.25 FROM JEC ORAWIBGT IOU A'S, THE DEAL ON THIS ORAITIMS INDICATES ACCEPTANCE OF PROFESSIONAL LMAINEFRING , AJEnABered Pioduc Inc CONPONOJI IOU PARIICUI THE OF THE 001501116 DESIGNER, PER AMY RH RUILDUNG IS RESPONSIBILITY RHSPOIDIHII STY 5050EV TOO THE TNOSS COMPONENT RESTED 5110110. THE SUITABILITY ANY USE RI THIS ACING ?4.0" S0000IDGISYO.CA 95828 ANSI,. l'5995 SECTION 7. 2-BERKELEY MODEL - A3 SCISSOR HIP 1114 TOP CHORD 2x4 DF-L #1 BOT CHORD 2x4 DF-L #1 " WEBS 2x4 HF Std/Stud -LATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. C-- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS lIR. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE ID DEAD LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER IJBC. BUIlDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. * Truss Designs Prepared By: STONE TRUSS / 619-9676111 * * 507 JONES ROAD / OCEANSIDE. CA 92054 ' ****t**********w****r*******************t*********t* ft****** W4X4 W7X6 IRiA(JU) A D t LiJ I -5.9 131015 J 13-8-8 14-1-8 14-1-8 I 30-1-0 Over 2 Supports R=937 W-3.5 R'"937 W=3.5" c'J PL1 TYP. Wave TPI-95 . Design Criteria: TPI(STD) 18.2e8 CA/-/2/-/-/-/F Scale .1875fFt. 00 CDD __ 'J ALPINE Alpine EIigIneeed,ProducIs Sacramento, CA 982B --WARNING-' ""WARRING"" VN055IS OFQAINF EITRE.NIE CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO HIFRI (ANNUl IRS INSTALLING AND tRACING). PUBLISHED UI IPI (TRUSS PLATE INS1lTSTE. 583 O'ONOFNIO OR.. GRIEF 200. MADISON. VI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ORLIST OTAFRWISF INDICATED. TOP CHORD SHALL HAVE PROPERLY IAceo STRUCTURAL PANELS. NOTION CHORD SHALL HAVE A 000PENI I ATTACHED RIGID CEILING. "IMPORTANT"" FURNISH A COPY OF THIS DESIGN 10 TOt INSTAI (AlIGN CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALE 901 IC OESPONSIBIE FOR ANT DFASATSON FROM TIllS DESIGN: ANY rASLURI SD 00110 THE TRUSSES IN CONFORMANCE WITH PI OR EAURICATINS. HANOI INS. SHIPPING. INS1ALLIDG AND BRACING or TRUSSES. THIS DESIGN CONFOUND WITH APPLICABLE PSOVISIOIS OF NDS (NATIONAL DESIGN IPECIrICNT1ON PUBLISHED BY 1111 AMERICAN FOREST AND PAPER ASSNCIAIIOI) AND TPI. ALPINE CONNECTORS ARE HARE NT tOGA OSTN A653 6040 GALl. STEEL, ENCEPI AS SIDlED APPI V CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LOPIBECTORS PER DRAWINGS 060 A1. THE SEAL Oil THIS ROARING INDICATES ACCEPTANCE DI PROFESSIONAL FNf.I RETAINS or PONS 501(1.1 FOB TNT TRUSS COMP010NT DEC10! SNOWA. THE SUITABILITY AND USE 0 THIS COMPONENT P00 AIlS PARTICULAR HUILDING IS TRY RESPONSIHILITY 01 THE BUILDING DESIGNER. PER ANSIFTPI 1-1995 SECTION 0. ________ W. '98 ___ 5 - ________ IC LL IC DL BC DL BC LL TOT.LD. SFON - 26811 16.0 PSF 7.0 PSF 5.0 PSF 0.0 PSF 28.0 PSF REF R090- -15771 DATE 11/02/98 DRW CAUSR090 98306013 CA-ENG SAM/CWC DUR.FAC. 1.2b FROM JEC SPACING 24.0" (922-BERKELEY MODEL - Ri SCISSOR TOP CHORD 2x4 DF-L #1 ROT CHORD 2x4 DF-L #1 WEBS 2x4 HF Std/Stud -'PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. cl- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIHFNSIONS) SUBMITTED BY TRUSS HER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 72.00 DC. DEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. * Truss Designs Prepared By: STONE TRUSS / 619-967-6171 * * 507 JONES ROAD I OCEANSIDE, CA 92054 * W4 X 4 +9-0-0 L-2 -o-0-J 8-9-0 8-9-0 17-6-0 Over 2 Supports R-483 W=3.5" R=592 W3.5 PLT TYP. Wave 11)7-95 Design Criteria: TPI(STD) 18.2e8 CAf-/2/-/-/-/I Scale -.375/Ft. L3 Alpine Engineered Products, Sanamento,CA 95829 ALPINE 8801186 Inc. WARRINS" TRUSSES REQUIRE EITREHI. CARL Ill PARRICATIOR. HANDLING. SHIPPING. INSTALLING AIlS BRACING. REFER TO 1)1891 I*8DL1IIG INSTALLING AND BRACING). P00015600 RU TPI (TRUSS PLATE INDIlTUTE. 503 DOIIDPRIO 09.. SUITE 206. 81.0(100. RI 03119). FOR SAFETY PRACTICES PRIOR TO P00100)1106 THESE ruocTIoHs. UNLESS OTHERWISE IHOSCAILO. 11W CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD 50*11 HAVE PROPERLY ATTACHED RIGID CIII 186. "IMPURTAlIT" FURNISH I. copy or 1)115 DESIGN TO THE INSTALLATION COWIRAC100. ALPIUF FRGINEEREO 80(1.0 THE TRUSSES (H CONFORMANCE WITH (TI: DO F*OUICATIIIG, 0*801(86. SHIPPING. INl1000IRU RHO OF TRUSSES. THIS DESIGN CONF088S WIT)) APPRTCAAI& PROVISIONS OF HOG (NATIONAL DESIGN UPLCIIICATIOH P000110(0 81 THE 080RICAW FORth *80 PAPER ASSOCIATION) *00 TP(. ALPINE Co.HECIERS ORE MOOT OF 2000 AlTO £653 GRID RALN. 51110, EIC(PT AS HOTEL. APPLY CS861C100S 10 EACH lACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS 001161). P06(1(08 CONNECTORS PER DRAWINGS 160 Al. TIlT SFONTOIl ROARING INDICATES ACCEPTANCE or PROFESSIONAL 086(86(0180 COWPEN(HT FOR ME PARTICULAR 851001116 IS TOT RESPONSIBILITY OF 101.80110186 0(S160CR, PER ANSIJTP (•19 1(111011 2. PRODUCTS. INC. SHALL NOT 81 RESPONSIBLE FOR ANY DEVIATION POOR THIS 006168: ANY FAILURE TO RESPONSIBILITY SOLELY IDE THE TRUST COMPONENT 0(0(60 1801)0. INC SUITABILITY AND USE OF THIS el ' 90 _________ Jr cM.ø' TC TC BC BC TOT LL DL DL Li .LO. 16.0 7.0 5.0 0.0 28.0 PSF PSF PSF PSF PSF REF RO9O--151/3 DATE 11/02/98 DRW CAIJSRO9O 98306015 CA-ENG SAM/CWC SEON - 26820 OUR. F/SC. 1.25 FROM JEC SPACING 24. OR C W4X4 L 2 -o-0-- 8-9-0 .._L 8 -9 -0 r W2X4(Fu) E PlA'+(1) — 6.922-BERKELEY MODEL - B2 COMMON TOP CHORD 2x4 DF-L # ROT CHORD 2x4 DF-L #1 WEBS 2x4 HF Std/Stud - PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. THIS DWG PREPAREU FROM COMPUTER INPUT (LOADS & DIMENSIONS) S(IRHI11E(S BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS 10 BRACE BC @ 72.00 OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TO1AL LOAD. 10 PSF BC LIVE LOAD PER UBC. C— Truss Designs Prepared By: STONE TRUSS / 619-967-6171 C=) 507 JONES ROAD OCEANSIDE, CA 92054 * 17-6-0 Over 2 Supports :1.1 R=603 W3.5' R=746 W=3.5 A2-. PLTTYP. Wave TPJ -95 Design Criteria: TPI(STD)18.2e8 CA/-J2/-/-J-/F Scale—.375/Ft. ALPINE —WARN I HG- TRUSSES R(OUIRE (111(111 CARE IN FABRICATION. HANOI IRE. SHIPPTWB, INSTALLING AND BRACING. REFER TO RIP-HI (HANDLING lIlSTALI.(IIG AND BRACIIIU), PUBLISHED BY TPI (TRUSS PLATE I(ISTITUTC. 0B3 DOUDIRIR DR.. SUITE 200. MADISON. (II 5359). FOR SAFETY PRACTICES P0100 TO PERlE (NI THESE (URCTIOPS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL KARL PROPERTY ATTACHED STRUCTURAL PANELS. ROTTOR CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. "IPTPORTANT 0 FURNISH A COPY Dl THIS 0(51511 TO THE INSTALLATION CONTRACTOR. ALPINE (UGIARERLO PRODUCTS. INC. SHALL NOT RE RESPONSIBLE 100 ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 RUTID TIlE TROSSDS IN CORIORNANCE 11116 1PI: OR rABITICATING. HANDLING. SKIPPING. INSTALLING AND WIGGINS OP TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOT (RATIONAL DESIGN SPICIFICBTION PURl (511(0 NT THE AMERICA! FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS LIP !AOF OF DONS LSTN A653 (RHO GAL!. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO W. 51 ) )) * TC LL TC DL BC DL BC LL TOT.LD. 16.0 14.0 35.0 5.0 0.0 PSF PSF PSF sr PSF REF R090--15774 DATE 11/02/98, DRW CA1J5R090 98306016 CA-ENGSAM/CWC SEON -26823 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OH THIS DESIGN.POSITION CONNECTORS PIG DOAWINGS 160 A - i. TIFF SEAl ON THIS ROARING INOICATIS ACCRPTAHCL or PNOFESSIDRAL ENGINEERING Tad i'Z OUR. FAC 1.25 FROM JEC AIpincEnginord Products. II S.acramI1o.C.9$825 RESPONSIBILITY SOLELY FOR IRE TRUSS COMPONENT DESIGN 511011!. THE SUITABILITY AND USE OF THIS COMPONENT 1011 ANY PARTICULAR BUILDING ID IRE RESPOIISIOII ITT 01 THE BUILDING DESIGNER. PER ANSIITPI 1-11195 SECTION 0. . - SPACING 24 .00 * * * * * 11113 UWb riotr,o,u ricun LlinruitK iuru, (LUFIUO A UIflI.NOIU11O) ouonhlICU 01 IRU33 "r- ***LOADING ON '11115 TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PIJRLINS TO BRACE DC @ 72.00 OC. DEFLECTION MEETS L/360.00 LIVE AND 1/240.00 TOIAL LOAD. * Truss Designs Prepared By: STONE TRUSS / 619-967-6171 * 507 JONES ROAD / OCEANSIDE. CA 92054 tX9ZZ-tJtKKtLLT MUUtL M) bLibbUK lily JALII) PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. SPECIAL LOADS ---(LUMBER DUR.FAC.1.25 / PLATE DUR.FAC.1.25) TC - From 0 PLF at -2.92 to 73 PLF at 0.00 TIC - From 0 PLF at 0.00 to 109 PLF at 9.90 , TC - From 23 PLF at 9.90 to 23 PLF at 14.14 BC - From 0 PLF at 0.00 to 24 PLF at 9.90 BC - From 110 PLF at 9.90 to 169 PLF at 14.14 IC - 64 LB Conc. Load at -2.83 W5X5 3.89 r 0-3 1554 (+ 64 _4_13 -7.4 _4_11- 4-12 W2X4 III R627 W2X4(F9) UR 2.12 W4X1O- -0-0 W2X4(F9) 2-9-15 14-3-3 2-9-35-9-6 19-11-1 Over 5 Supports i R-640 H.) 7ALPINE Alpine Engineered Pioducts, Inc. Saaango, CA 95829 PLT IYP. Wave TPI-95 18. 2e8 Deslan Criteria: TPI(STD BRACING. REFER TO 019-9I (Il000LIlIG 1951*1 tloo AUNTS BRACING). PUBLISHED BY IF] (TRUSS PLATE E000ITUTE. 1193 o'oaorRio DR., SIll IL 000, 4*01509. NI 13II91 . FOR SAFETY PRACTICES P0100 TO PERFORHING THESE FUNCTIONS. UNLESS DTNILRMESE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PAREtO. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT- FURNISH A co* or THIS 0101GM TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL MDI RE RESPONSIBLE FOR -AMY 0101*1100 FROtH THIS DESIGN: ANY FAILURE 10 BUILD THE TR000LSIN CONFORHANCE VITA TPI; OR FABRICATING. HANDLING. SHIPPING. IIISTHLIIIIO 0110 BRACING Of TRUSSES. THIS BE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF DOS (NATIORAI. DESIGN SPECIFICATION PUOLISHID BY IRE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. &I.PINE COBINECT001 ABE NODE OP DORA ASTR *653 GOOD GAIN. 51(01.. EXCEPT AS blAT. APPly CTINNFCTORS TO FACH PACE OF TROTS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. PUSI1IOR CONNECTORS PER DRAWING5 960 H-i. iRE SEAL ON THIS 000WINR INDICATES ACCEPTANCE OF PROFESSIONAL EMRINEPNIRG RLSPONSIRII liE SOLELY FOR TIlE TRUSS CNNPN(N1 OLOIGH 511069. THE SOITABILITO AND OSI OR 1N]S CONPOHRNI IOU ANY PARTICUlAR BUILDIN60150 THE RESPOSSIRILITY OF THE BUILDING OLSIGNER, PER ANSIIIPI 11990 SECTION P CA/-/?/-/-/-/F IC LL 16.0 PSF TC DL 7.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 28.0 PSF DIJR.FAC. 1.25 LOADING SLL ABOVE 96 6aw 1* Scale .25"IFt. RLF R090--15775 DATE 11/02/98 DRW CAUSR090 9830608 CA-ENG SAM/CWC SEON - 26831 FROM JEC L-2-0-0_3-L 10-0-8 - C-C-, (b?-tKKLItY MULL blU bi.L Z0,UK .jIS1.K TOP CHORD 2x4 DF-L #1 DOT CHORD 2x4 DF-L #1 WEBS 2x4 DI-L #I -PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. cT) IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PIJRLINS TO BRACE BC @ 72.00" DC. DEFLECTION HEElS L/360.00 LIVE AND k./240.00 TOTAl lOAD. * Truss Designs Prepared By: STONE TRUSS / 619 967-6171 * 507 JONES ROAD / OCEANSIDE. CA 92054 * 9-11-12 Over 3 Support R396 W."3.5 R=-I99 _9.13-7 -3 2-5-15 11-5-1 I R9 CONNECTORS Mt MADE 00 lOGO ASTH *603 5R40 56tH. STEEL. ERCEFT AS 60160. IPPI S CONNECTORS TO * TOT. LD .28.0 PSI SEON - 26835 Sagscto.A9S8 AASIITPI 1.19911 SECTION 7. EACH FACE OF TRUSS. AND UNLESS OIII(ONISE LOCATED GE THIS DESIGN. POSITION CONKFCTORS PER 11609166% 160 6.0. TIlT SEAt OR THIS 011*111KG INDICATES ACCEPTANCE OF PROFESSIONAL ENAIRFFRIIIT, Cp OUR. -AC . 1.25 FROM JEC A.lpjnc Engineered Produc1s, Inc. RCDPUNSIHILITT SOI Fl I FOR TIlE TRUSS CORFUUEIIT DOSIGN SHOWN. EII( III TT RID AOL 01 THIS COMPONENT FOR ANY PARTICULAR BUllRiNG U TUE GESPONSIBILIIY or THE BUILDING DESIGNEE. PER SPACING ?4 0" * * * * * 1 711 Do PL1 1YP. Wave TPI-95 Design Criteria: TPI(STD 18.2e8 CA/-/2/-/-/-/F Scale .375/Ft. WARN IIIG" TRUSSES REQulOF FITRUMO CART 16 FABRICATION. HANDLING. SHIPPING, ENGINEERE ALPINE 1* 6a2MS D I BC DL 5.0 PSF DRW CAUSR090 INSTALLING AND BRACING . REFER TO HIR'Hl (00001106 INSTALL1II6 AND BRACING). PUBLISHED RH TN (TOuSS PLATE ES ?'C LL 16.0 PSF REF R090- INSTITUTE, 1103 D'OROPRIR DR., SUITE 700. MADISON. NI 53759). FUR sortty PRACTICES P0100 10 P(BFDRNIIG THESE FUNCTIONS. UNLESS UIOEOVISF INDICATED. TOP CHORD SNAIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOSTON CR000 SHALL MARL A PRDPFRI.0 ATTACHED RIGID CEILING. "IMPORTANT" FURBISH A COPY OF THIS DESIGN TO THE INSTALLaTIOG C09000CTUR. ALPINE TC DL 7.0 PSF DATE 11/02/98 98306017 PARRUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ART RON IATIRII FILDR THIS DESIGN; ANY FAILURE TO -15776 BUILD ONE TRUSSES IN CORFORNANCE 61111 SF1; OR FABRICATING. HANOI lOT.. SNIPPING. INSTALLING AND BC LL 0.0 PSF CA-LNG SAM/CWC BRACING UI TRUSSES. TillS DESIGN CONFOUND WITH APPLICABLE P000951965 OF ADS EMOTIONAL DESIGN SPECIFICASIOHI PUBLISHED BY THE AJIERICAR FOREST AND PAPER AUSOCIAS 109) AMID 5111, ALPINE EAST COUNTY TESTING & LAB 10925.11artley Road, Suite I Sántee, California 92071 (619)258-7901 _-,o% Fax 258-7902 April 03, 1998 Wayne Wagner 6816 Luciernaga Court Carlsbad, California 92009 Subject: Project No.98-1127G6 Limited Site Investigation Proposed Residential Building Site Lot 180; Luciernaga Street; APN 215-260-35 City of Carlsbad, California Dear Mr. Wagner: In accordance with your request, we have performed a limited investigation of the soil conditions at the subject site. The attached report discusses the geotechnical aspects of the project and provides conclusions and recommendations for the proposed development. In general, the site is underlain by fill soils over dense rock of the Santiago Peak Volcanics to the explored depth of 10 feet. It is our opinion that the proposed development is feasible provided the recommendations herein are implemented during construction. If you have any further questions, please do not hesitate to contact our office. Respectfully submitted, c%1 Saliou Diallo, P.E. RCE 54071 SD/md WAGNER PROJECT NO. 98-1127G6 INTRODUCTION This is to present the findings and conclusions of a soils investigation for a proposed residential building site located on the west side of Luciernaga Street, in the City of Carlsbad, California. The objectives of this investigation were to determine the existing soils conditions and to provide recommendations for the site development. In order to accomplish these objectives, 3 exploratory trenches were excavated to a maximum depth of 10.0 feet; undisturbed and loose bag samples were obtained, and laboratory tests were performed. SITE DESCRIPTION AND PROPOSED CONSTRUCTION The subject site is located on the west side of Luciernaga Street, in the City of Carlsbad, California. It is a previously graded building pad (Lot 180) within the residential subdivision described as La Costa Meadows No. 1, in the City of Carlsbad, State of Cali'fbrnia, Map No. 6900. It is our understanding that the proposed construction will consist of a two-story single family residence utilizing conventional type foundations, footings and building materials in conformance with the Uniform Building Cede, 1994 edition. FIELD INVESTIGATION Three exploratory holes were excavated to a maximum depth of 10.0 feet by a Case 580K backhoe on February 12, 1998, at the approximate locations shown on the attached Plate No 1, entitled "Location of Exploratory Trenches". A continuous log of the soils encountered was recorded at the-time of excavation and is shown on Plate No. 2 through Plate No. 3 entitled "Summary Sheet". The soils were visually and texturally classified according to the filed identification procedures set forth on the attached Plate No. 4 entitled "Uniform Soil Classification Chart". 13 2 .•. WAGNER PROJECT NO. 98-1127G6 SURFACE CONDITIONS The surface soils encountered during the course of our investigation were loose to dense tan silty, fine sand (SM), underlain by the Santiago Peak Formation at depths ranging from 3 feet to the maximum explored depth of 10 feet. EXPANSIVE SOILS An expansion test was performed on a representative: sample of the soils encountered to determine volumetric change characteristics with change in moisture content. An expansion index of 12 indicates that the surface soils exhibit a very low potential for expansion. GROUNDWATER No ground water was encountered during..the course of this investigation. We do not expect ground water to affect the proposed development. GEOLOGIC HAZARDS There was no evidence of significanton-site faulting and review of the available geological literature pertaining to the site indicates there are no known local active faults within the subject site. Ground shaking from one of the major active faults is the most likely happening to affect the site. With respect to this hazard the site is comparable to others in the general area. The proposed buildings should be designed in accordance with seismic design requirements of the Uniform Building code or the Structural Engineers Association of California. Based on the absence of shallow groundwater and consistency of the soil deposit, it is our opinion that the potential for liquefaction is very low. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based upon the analysis of the data and information obtained from our soil investigation. This includes visual inspection; field investigation; laboratory testing and our general knowledge of the soils native to the site. The site is suitable for the proposed development provided the recommendations set forth are implemented during construction. 3 WAGNER PROJECT NCY 98-117G6 GRADING AND EARTHWORK Site grading should begin with clearing and grubbing, e.g. the removal of stumps and deleterious materials. The sur:face soils extending to three feet in depth have been classified as silty, fine sand(SM) and were found to be loose and compressible. These loose soils should be removed to a dpth of three feet, moisture conditioned, replaced and compacted to a minimum of 90 percent relative density. The excavation will be extended 5 feet beyond the perimeter footings. The actual depth and extent of removal should be evaluated in the field at the time of excavation by a representative of this firm. Grading should be done in accordance with the attached appendix A. FOUNDATION AND qLAB a.Continuous footings and/or spread footings are suitable for use and shall extend a minimum of 18 inches for the two- story dwellings into the compacted fill soils. Continuous footings should be a minimum of 12 inches in width and reinforced with two #4 steel bars; one ,par placed near tbe top of the footings and the other bar placed near the bottom of the foot4ng. Concrete floor slabs should be a nominal 4 inches thiçck. Reinforcement should consist of #4 bars at 4 feet on center each way or #3 bars placed at 24 inches on center each way or 6X6-10/10 mesh. Slab reinforcement should be placed within the middle third of the slab by supporting the steel on chairs or concrete blocks "dobies". The effect of concrete shrinkage will result in cracks in virtually all concrete slabs which are not designed to resist this shrinkage. To reduce the extent of shrinkage, the concrete should be placed at a maximum of 4 inch slump.The minimum steel recommended is not intended to prevent shrinkage cracks. Where moisture sensitive floor coverings are anticipated over the slab, a 6 nil plastic moisture barrier should be placed beneath the concrete slab. The plastic moIsturç barrier shall be overlain with a minimum of two inches of clean sand to aid in concrete curing and minimize potential punctures. 4 WAGNER PROJECT NO. 99-1127G6 A safe allowable bearing value of 1500 pounds per square foot may be used when designing foundations and spread footings founded a minimum of 12 inches into firm natural ground or compacted fill soils. This value may be increased by 20 percent for each additional foot of width and/or depth to a maximum value of 4500 lb/ft2 as set forth in the 1994 edition of the Uniform Building Code, Table No. 18-i-A. RETAINING WALLS Lateral resistance to horizontal movement may be provideq by allowable passive soil pressure and the friction of concrete to soil. An allowable passive pressure of 150 pounds per square foot per foot of depth may be used. A coefficient of friction of .25 is recommended. The passive pressure may be increased by 1/3 for wind and seismic loading. Unrestrained, cantilevered retaining walls with level backfill should be designed to resist an active equivalent fluid pressure of 35 pounds- per cub±c-faot. This p sstrr is based on the backfill soils being free draining and non- expansive. Backfill materials must be approved by the soils engineer prior to use. Retra-±rre-& walls-, such as- b-as-eme-nt walls-, that are-no-t tree to rotate should be designed to resist an active equivalent fluid pressure of 55 pounds per cubic fcot. DRAINAGE Adequate measures shall be undertaken to properly finish grade the site after the structures and other improvements are in place, such that drainage waters within the site and adjacent properties are directed away from the foundations, footings, floor slabs and the tops of slopes via surface swales and subsurface drains towards the natural drainage for this area. Proper surface and subsurface drainage ill insure that no waters will seek the level of the bearing soils under the foundations, footings and floor slabs, which could result in undermining and differential settlement of the structures and other improvements. 5 WAGNER PROJECT NO. 98-1127G6 LIMITS OF INVESTIGATION The recommendations of this report pertain only to the site investigated and based upon the assumption that the soil conditions do not deviate from those disclosed in the ho.es. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that planned at the present time, East County Testing and Lab should be notified so that suppIemental recommendations can be given. The findings in this report have been derived in accordance with current standards of practice and no warranty is expressed or implied. This report is presented with the understanding that it is the responsibility of the owner, or his agent or representative, to insure that the recommendations in this report should be carried out In the field. Additionally, the information in this., report is brought to the attention of the "design team", consisting of architects, engineers, etc., such that all information could be incorporated into the building plans The findings in this report are applicable as of the present date. However, changes in the condition of a property can occur with the passage of time, whether the changes are due to natural processes or the works of mane on this property or adjacent properties. In addition, the findings of this report may become invalidated due to t1e changes in the state of the art or changes in applicable or appropriate standards used at this time, whether they result from legislation or from the broadening of knowledge. Plates No. 1 through 4, Page L-1 and Appendix A are parts of this report. Respectfully subm-±tted, -- Sa1Jiou Diallo RCE 54071 SD/md f NO. co54(7J C c 7kzq 7vP V EAST COUNTY TESTING & LAB 10925 HARTLEY ROAD SUITE I SANTEE CALIFORNIA 92071 619 258-7901 fax 619 258-7902 4L - A '. / - WAGNER PROJECT NO. 98-1127G6 PLATE N&. 2 SUMMARY SHEET NO. 1 TRENCH NY. 1 DEPTH SOIL DESCRIPTION Y surface tan loose to medium dene, moist, silty sand(SM) (fill) 2.0' " IT it 108.1 15.2 51 0" " " 110.9 17.6 It IL 112.4- 7.3 10'0" Refusal Santiago Peak Volcanics Trench backfilled 2-12-98 TRENCH- Na- 2 DEPTH SOIL DESCRIPTION Y M Surf-ace- tan, lo-o-s-e- to- irre-d-±um- dense-, m9ist silty, sand(SM) (fill) 0'.6" IT 102.8 21611 if " IT 105.9 17.6 81 0" Refusl Santiago Peak Volcanics Trench backfilled 2-12-98 ------------------------------------------ 7 WAGNER PROJECT NO. 98-1127G6 PLATE NO-. 3- SUMMARY SHEET NO. 2 TRENCH NO. 3 DEPTH SOIL DESCRIPTION Y M Surface tan loose to medium dense, moist, silty, sand (SM) 3'O" Refisal Santiago Peak Volcanics Trench backfilled 2-12-98 . --------------------------------------------------- Ei WAGNER PROJECT NO.. 98-1127G6 PLATE NO. .'A CATEGORIZATION GROUP S'rNRpL GRAPH- ICAI TYPICAL NAMES & DESCRIPTION U vi GW I WE GRADED CRAVELS, gravel-sand mixtures. Wide range in grain size - C N '-m '(e I, 10 C. substantial amounts of all Intermediate particle sizes. I. U a, - U vu.. o X '(... '.—o -- ". GP l 0 POORLY GRADED GRAVELS, gravel-sand mixtures. Predominately one size '. - -. - c or a range of sizes with some Intermediate sizes missing. N N >15 NC . x '1 GM SILTY GRAVELS, gravel-sand-silt mixtures. Appreciable amount -- . of non-platic fines. enlu U GC CLAYEY GRAVELS, gravel-sand-clay mixtures. Appreciable, amount Iv — >1 ' of plastic fines. I0 d IaI::z U C "I S W WELL GRADED SANDS, gravelly sands. Wide range In grain size C I Z10 " 4, N- :'. & substantial amounts of all Intermediate particle sixes. 0 u zl- elm 4, — ° 5p POORLY GRADED SANDS, graelly sands. Predominately one size V I. _apc Lj or a range of sixes with some intermediate sizes missing. 1 vi -, C NC- S SILTY SASDS, sand-silt mixtures. Appreciable amount of -. 5.2 non-plastic fines. 9-0,1 N — Z vs T C 5 CLAYEY SANDS, sand-clay mixtures. Appreciable amount of plastic fines. ML 1111111 INORGANIC SILTS 9 Very Fine Sands, Rock Flour, Silty or Ciayey Fine Sands with slight plasticity. N -al .cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, gravelly - N , clays, sandy Cl.ys, silty ciays, lean clays. . z OL III ORGANIC SILTS S ORGANIC SILT CLAYS of low plasticity. VU _s —'I — v,.c .!.2 c _ v I •' 0 -' • I- " MH EN INORGANIC SILTS, micaceous or diatomaceous fine sandy U or silty sails, elastic silts. 40 C Ia, - Ia CH INORGANIC CLAYS OF HIGH PLASTICITY, fat clays. U- L vi 0 1! N -'lW - OH ORGANIC CLAYS of medium to high plasticity. HIGHLY ORGANIC SOILS PT UA PEAT s other highly organic soils. Legend: UC = Unified Classification = Sample location E = Sampler penetration resistence (ft. kips/ft.) Y = Natural dry density (pcf) M = Field moisture content ( dry wt.) WT = Approximate location of water table EAST COUNTY TESTING & LAB 10925 Hartley Road Ste. I Santee, Calif. 92071 Telephone (619)258-7901 Pax Nq.(61.9)258-7902 APPENDIX A RECOMMENDED EARTHWORK SPECIFICATIONS General Description: The intent of these specifications is to obtain uniformity and adequate strength in filled ground so that the proposed structures may be safely supported. The procedures include the clearing and preparation of land to be filled, processing the fill soils, the spreading, and compaction of the filled areas to conform with the lines and grades as .shown on the approved plans. The owner shall retain a civil engineer qualified'in soil mechanics (herein referred to as engineer) to inspect and test 'the earth work in accordance with these specifications. The engineer shall advise the owner and grading contracto,r.immediately if any unsatisfactory conditions :are 'observed to exist and shall have the authority to 'reject the compacted filled ground until such time that correct ,ive measures are taken, necessary' to comply with the specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. Preparing Areas to be Filled' (a.) All brush,-vegetation and any biodegradable refuse shall be removed or otherwise disposed of so as to' leave the areas to be filled free of vegetation and debris. Any uncompacted filled ground or loose compressible natural ground, shall be removed unless the report, recommends 'otherwise. Any buried tanks or other structures shall be removed and the depression backlilled to the satisfaction of the engineer. Recommended Earthwork Specifications - (cont 'd.) The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least 12 inches (12"). After the natural ground has been prepared, it shall then be brought to the proper moisture content and compacted to not less than 90 percent of maximum dry density in accordance with A.S.T.M. D1557-91. Where fills are made on slopes greater than 20 percent, horizontal benches shall be cut into firm natural ground. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed natural ground. The width of all succeeding benches shall be at least 6 feet. Fill Materials: All material placed in the fill shall be"approved.by the engineer and shall 'consist of mater.i'als"f.ree'"fr.om.veget'abl.e.:matter..,: and other,.' deleterious substances,and shall :not -;contain rocks or lumps greater "than 6 inches in diameter. , If, during grading operations, soils.:are found which .were notencountered'and .testedinthe preliminary investigation,, tests on these 'soilsshall be performed 'to determine their physical characteristics. Any 'special treatment recommended in the preliminary or subsequent soil reports not covered herein shall become an addendum to these specifications. Placing and Compacting Fill Materials When the moisture content of the fill material is below that specified, water shall be added until the moisture content is near optimum to assure uniform mixing and effective compaction. When the moisture content of the fill materials is above that specified, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is near optimum as specified. Page 2 of 3 / Recommended Earthwork Specifications - (cont 'd.) (c.) After processing, the suitable fill materials shall he placed in layers which, when compacted, shall not exceed six inches (6"). Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to insure uniformity of material and moisture in each layer. (d..) After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the density set forth in paragraph 2 (c) above. Compaction shall be accomplished with approved types:.of compaction equipment. Rolling shall be accomplished while the fill material is at the specified moisture content. In place density tests shall be performed in accordance with A.S.T.M. D1556-90 (e.) The surfaces of the fill slopes shall be compacted by means of sheepsfoot rollers or other.:sui.table equipment. Compacting operations.:shAl.l be continued until. the slopes are stable and until there is. no appreciable amount of loose soil on the slopes. Inspection:... Sufficient inspection.by :.the.Engineer shall be maintained, during the 'fi..11ing and compacting.operations. so that he..can verify that the fill was constructed in accordance with the accepted specifications. . Seasonal Limits: No fill material shall be placed, spread, or rolled if weather conditions increase the moisture content above permissible limits. When the work is interrupted by rain, fill operations shall not be resumed until the moisture content and density of fill are as previously specified. All recommendations presented in the attached report are a part of these specifications. Page 3 of 3 !'J.Gb-E Ofl1 DE ; ;j i' •'U, r. uc C ity of Carlsbad CERTIFICATE OF COMPLIANCE PAYIVI OF SCHOOL FEES OR OTHER MITIGATION hi iorrr; rnist be completed b, the City, lhc4 Rpplicani, and the appropriate scfooI østicts and returned to the City prior :o issuing a buucmg permit. The City will not issue any building permit without a comp!eted scfooI fee form Project Name: CUSTOM RESIDENCE Building Permit Plan Check Number: CB983766 Project Address: 253 LUCIERNACA STREET A.P.N.. 215-260-33 Proe.t Applicant (Owner(s) Name(s)) WAYNE WAGNER Project Description; SINGLE FMAILY RESIDENCE Building Type. WOOD FRAME DETACHED Residential Number of Now Dwelling Units ONE Square Feet of Living Area in New Dweng 2600 SF Second Dwelling Unit: Square Feet of Living Area in SDU Res. Additions: Net Square Feet New Area Comerc.f Ind.., City Certification of Applicants information: Sauare Feet Floor Area arlsoc Unified ShooI Di3trict ç San Marcos Unifid School Oistrict ) 001 Pine Ave. 215 Meta Way xxx.., Carlsbad CA 92C0 (729-92 CA92069J736-220Q) Encinitas Union School District San 101 South Ranch Santa Fe Rd 710 Encinitas Blvd. Encin:tas, CA 92024 (044-4300) Encinitas. CA 92024 (73-6491 Certification of Applicant /Owners, The .persr. executing this declaration rOwner; certifies i4rier penalty of perjury that (1) the nftrrration provided above is correct and true to he best of the Owner's knowiedge. anCl zlmL me Owner will file an amended certfication of payment and pay the a1siitional tae if Owres reqt..esL' an increase in th •lLmber cf dweilirg units or square footage after the build rig paimil, is $$Ld or if the 'rtiaI dCterminaticn of Ulils Or QOtC fcctae foinä trj be incorrect, 2nd that (2) the cwricr ic th Owneri ve;ipe of :ne ancve coscribed project(s), or that the person executing this declaration is authorized to sign on behalf, of the Owner. atu re: Date 2075 Las Palmas Mr. • Crlbad, 20O-1376•(76Q)438-11 6 1.FAX (760) 438-0594 Revs , 3.18-3 !'i-3O-99 TU .4J CiT' OF CrRSBi 'Ot [ O, 4U:3 F Ui SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) 7HS FORM !NDtCATES THAi THE SCHOOL DISTRICT REQUIREMENTS POR THE PROJECT HAVE BEEN OR 'MU. BE SATISFIED. SCHOOL OISTCT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, uiIder, or owner has satised the obligation for school facilities.' This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. £IGNATUR or AUTHORIZED SC1OOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER PM 1299 SAN MARCOS UNIFIED SCHOOL DISTRICT - CERTIFICATE OF COMPLIANCE Project Description: Assessor's Parcel No: Received From: The JofF Number of Square Feet/Units: ' Rate: / Check Number: Amount: is, / ,9/ Gov.Code• 53080/65995 (AB18I) 0 CFD No. Gov.Code 65970 (SB 201) 0 Prior Existing Mitigation Agreement Not subject to fee requirements Certification of.ApplicantlOwners: The person executing this declaration ('Owner') certifies under penalty of perjury that (1) the information provided is correct and true to the best of Owner's knowledge and that Owner will file an amended certifiction of payment and pay the additional fee if Owner requests an increase in the number of dwelling units/square footage after the building permit is issued, or if lhiilhitial determination Of units/square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s) or that the person executing this deàlaration is authorized to sign on behalf of the Owner. - --• Dated: This is to certify that the applicant listed has paid all amounts determined by the information presented and due to the San Marcos Unified School District. The payment of these amounts is a prerequisite to the issuance of a building permit. School District Official: ;r7 2k - V-4L,2 Facilities Deoartment - San Marcos Unified School District, NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES The San Marcos Unified School District has elected to impose the fees and/or amounts herein upon a finding that those facilities described in the Residential Development Mitigation Payment Justification Study for San Marcos Unified School District, dated August 9, 1997 by David Taussig & Associates. Section 66020 of the Government Code enacted as Assembly Bill 3081, set forth as Chapter 549, Statutes of the State of California, 1996 effective January 1, 1997, requires that this school district provide a written notice to the project applicant at the time of payment of school fees, mitigation payments or other exactions. This notice is to advise you that the protest period in regard to such amounts or the validity thereof in accordance with Section 66020 of the Government Code and other applicable law, commences with such payment or pe(forrnance of any other requirement as described In Section 66020 of the Government Code. Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter. S... Distribution: Facli Sen - White Customer - Canaly — Accounting - Pink Audit - Goldenrod