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218 PINE AVE; ; CB032399; Structural Calculations
06-04-, Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB032399 Building Inspection Request Line (760) 602-2725 218 PINE AVCBAD RESDNTL 2032501100 $380,206.00 Sub Type: APT Lot#: 0 Construction Type: NEW Reference #: Structure Type: MF2-4 Bathrooms: 7 AYOUB APT BLDG, 4414 SF- 3 UNITS-1352 SF GARAGE Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 08/28/2003 CB 06/04/2004 06/04/2004 Applicant: KARNAK PLANNING &DESIGN 2802 STATE STREET CARLSBAD CA 92008 434-8400 Owner: S S A 1988 TRUST 05-31-88 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFMFee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee ; Pot. Water Con. Fee |L jl-^J. Ol^rtMeier oize Add'l Pot. Water Con. Fee Reel. Water Con. Fee •'• :-,- •• •'.- $oJo SWSa $0.00 $0.00 $38.02 $0.00 $0.00 - $0.00 $0.00 $0.00 $0.00 ., $0.00 $0.00 $0.00.,:v$Q.oo $f0,2QO.OO FM RUl.D .' <'-. $2,546.00; $0.00 •.'<'•' .••'•'• >. . ' '^(ffiJtofaWfoiCofitifa , !Mflft^riree' '•*'"* •'" •/ . *' '* ''"".xS00WA$be GF0Piyoff Fee PFF PFF(CFDFund) •;'• • UceJissTax License f aic^CFD. Fund) > ," Traffic Impact Fee Traffic Impact <CFDFund| ; Sidewalk Fee PLUMBING TOTAL • . ; 'ELECTRICAL TOTAL,MECHANICAL TOTAL. ; Hou^ng Impa^Fee; Housing InLi^tfpe© LJ^^I IA!MN /^B«*4a* ^"a***nOUSing .wfpuH ree > ~ Master Drainage Fee , ^ ! Sewer Fee , - Additional Fees vX--, TOTAL PERMlT^ppS*/'-- ;%-X $0.00 >, > $365.00 v $6,012.00 $0.00 •,•.-.'.'.'.',$6.919.75 ' f /• -$6.387.46 *S>\ $0.00- -: ;-*v:- $0.00 ,* , ^$829.08 , , '•;-- $934.92/; l ->.v $0.00 /.V>V.$385.00 .'/.'*- /%V^,$160.00 •>/>v'Xv>$139.50 -•/-*/''X'4fe.775.00 ;':'••';'• -•>--,- $0.00» . ' « * * <cn nn% q>u.uu > $1,357.23 •'- •'•; / $2,781.00Y, : , " $0.00 ; >/ $50,159.83 Total Fees: $50,159.83 $49,242.00 / 3656 06/04/04 0002 01 02 COP 49242-00 FINAL APPROVAL Date: //-/ "PT'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 "fees/exactions." 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 accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, 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 vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERiyilT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK EST. VAL, Plan Ck. Deposit Validated By Date Business Name (at this addEMP 08/28/03 0002 01 02"Address (include Bldg/Sutte ff) Unit No. Phase No. *Total ft of uitt7*53Legal Description Lot No.Subdivision Name/Number Assessor's Parcel Use Proposed Use Description of Work SO. FT.£f LJIU #of Stories £• liRmliiillniiiMiHiiiiHilil of Bathrooms (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, after, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). Name State License # Address License Class City State/Zip Citv Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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. Q 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 1*100] OR LESS) Q CERTIRCATE 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 •halt subject an employer to criminal penalties and civil fines up to one hundred thousand doflars (9100,000), In addition to the coat of compensation, damages as provided for In Section 3706 of the Labor code. Interest and attorney's fees. SIGNATURE ... DATE hereby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages ss 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). Q i, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. W YES QNO 2. luhavy/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number):, 5. I will provide some of the work, of work): ratted (hired) th» following persons to provide the work indicated {include name / address / phone number / type PROPERTY OWNER SIGNATURE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 26533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A RNAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD 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 thebrfffiing Official undebth* provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not comrnM&ftvjtMn 1&> days/Km thaderte of such permit or if the building or work authorized by such permitjs suspended or abandoned at any time after the work is comme^&rf3»C#«lifl^o1 iaw9a*s (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHI1 YELLOW: Applicant PINK: Finance OCT 30,2005 23:21 Page 1 JOB ADDRSS!^ OWNERS NAME: USEOCCUPANC BUILDING CB03238S 216 PINE AVCBAO AYOUB APT DLDQ, 4414 SF- 3 UNITS- 1352 SF GARAGE RESDNTL APT Lot*: KARNAK PLANNING &DESIGN LOTNO^SUITE: ! ft/ \ TVM CON, jjT, D*T| U *i/6*f CONTRACTOR J ^ ' OTHER AfftOVfDTOCOVW Type of Inspection IUIUHNG FOUNDATION REINFORCED STEEL MASONRY D GROUT D WAU DRAINS TILT PANELS HOUR STRIPS COLUMN FOOTINGS SUBFRAME D FLOOR D CEILING ROOF SHEATHING EXT. SHEAR PANELS FRAME INSULATION EXTERIOR LATH . INTERIOR LATH & DRYWALL FINAL H.UMUNC Q SEWER AND Bl/CO D PLATO UNDERGROUND JftWASTE D WATER TOP OUT D WASTE D WATER TUB AND SHOWER PAN •JCCQAS TEST ^JjAS PIPING DwAiEfcfctEATEK o SOLAR WATER HNi^ ILKTUCAL a ELECTRIC UNDERGROUND yHUFER ROUGH ELECTRIC WALLS ROUGH ELECTRIC aiLING D ELECTRIC SERVICE D TEMPORARY D BONDING Q POOL FINAL MKHANiCAL UNDERGROUND PUCIS & PIPING G DUCT & PLEM.CJ REF, PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS FINAL Dttt f .+ A. f{/^/"*'r" A fff AllQ'Zf '6*1 *r~/2.-6f imptctor Not« i tt *S~Ifyb A &£M** rfrfffi/y-fsri/SfTr i '•/c'^f' f&- • "^ ^•Z7*^y \ *^^ —fart-ff swt/ftffe' l . tf-/Q+f^ V rt nff& 3*\ /I / /) ft 7f An VftHI*- *F*flt$ t(L- f/ 1- h*6*l 6l*flr£ 0K. ft?*' • .... -• " • j 3 U*£T3 3*$o-*<{ u.ti* t4A/<nfT -r» ilA/lY> CALL FOf FINAL INSPKTfON WHfNAU.AmOPIUAniT£MSAtOVIJ1lVtKfHAFnoVfD FINAL Sfn When Appropriate Building Dcpt (Inspections) ' (760) 602-2725 fire Department (760) 602-4660 Pluming Defwtrnertt (760) 81 54706 Engineering Dapt (Inspections) (760) 438-3891 Building Inspector* (7am-4pm> . (760)602-2700 -., CMWD (760) 438-2722 Ext 71 51 ^•^ f /f.J-J^S U V~£T J^• •" • ^f . RACY FDR SPFOAL NOTES eitufCirtsfeiri Final Building Inspection Dept: Building Engineering Planning CMWD Plan Check*: Permit #: Project Name: Address: Contact Person: Sewer Dist: Inspected Bv: Inspected By: Inspected Bv: CB032399 AYOUBAPTBLDG.4414SF- "X 3 UNITS- 1352 SF GARAGE "" 21 8 PINE AV DAVID Phone: 7608895030 CA Water Dist: CA Date Inspected: Date Inspected: Date Inspected: StLlte 5*T Date: Permit Type: Sub Type: Lot: 0 Approved: Approved: Approved: 03/07/2005 RESDNTL APT Disapproved: Disapproved: Disapproved: „ Comments: ettyti emau Final Building Inspection Dept: Building Plan Check #: Permit #: Project Name: Planning CMWD St Lite Fire OCT 1 8 2005 t ntYOf-'CASI.SBAD G DKPAHTDIVISION CB032399 AYOUB APT BLDG, 4414 SF- 3 UNITS-1352 SF GARAGE Date: 10/18/2005 Permit Type: RESDNTL Sub Type: APT Address: 21 8 PINE AV Contact Person: DAVID Sewer Dist: CA Inspected Bv: f2J Inspected Bv: Inspected Bv: Phone: 7608895030 Water Dist: CA Date . , Inspected: /&ffr<f('f Date Inspected: Date Inspected: Lot: " Approved: Approved: Approved: 0 *£-"^^ Disapproved: Disapproved: Disapproved: Comments: City of Carlsbad Bldg Inspection Request For: 10/28/2005 Permit* CB032399 Title: AYOUB APT BLDG, 4414 SF- Description: 3 UNITS-1352 SF GARAGE Inspector Assignment: PD Type:RESDNTL Sub Type: APT Job Address: 218 PINEAV Suite: Lot 0 Location: APPLICANT KARNAK PLANNING &DESIGN Owner: S S A1988 TRUST 05-31-88 Remarks: ENG IS SIGNED OFF - FIRE NOT NEEDED Phone: 7608895030 Inspector Total Time:Requested By. DAVID Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comment Associated PCRs/CVs PCR05035 ISSUED AYOUB APT- ADD WINDOW IN SHEAR; WALL & CHANGE 1 CLOSET TO PWDR RM Inspection History Act Insp Comments CO T.S.P.B.218-A,B,C,D, T.P.P. Date Description 10/18/2005 89 Final Combo CO PD 07/26/2005 34 Rough Electric AP PD 05/23/2005 32 Const. Service/Agricultural AP PD 04/29/2005 18 Exterior Lath/Drywall AP JM 04/29/2005 23 Gas/Test/Repairs AP JM 04/26/2005 17 Interior Lath/Drywall AP PS 04/25/2005 17 Interior Lath/Drywall CA PD 04/19/2005 16 Insulation AP PD 04/18/2005 16 Insulation CO PS 04/12/2005 84 Rough Combo AP PD 03/09/2005 84 Rough Combo PA PD 03/09/2005 89 Final Combo WC PD 03/07/2005 84 Rough Combo NS BN 03/07/2005 89 Final Combo WC BN 02/01/2005 24 Rough/Topout CA PD 01/20/2005 21 Underground/Under Floor PA PD 3 UNITS NO TEST ON SHR PANS, FIRE PADS NOT COMPLETE CANCEL PER PETE UQ COPPER WATER SERVICES City of Carlsbad Bldg Inspection Request For: 10/18/2005 Permit* CB032399 Title: AYOUB APT BLDG, 4414 SF- Description: 3 UNITS-1352 SF GARAGE Inspector Assignment: PD Type:RESDNTL Sub Type: APT Job Address: 218 PINEAV Suite: Lot 0 Location: APPLICANT KARNAK PLANNING &DESIGN Owner: SS A1988 TRUST 05-31-88 Remarks: Phone: 7608895030 Inspect Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: DAVID Entered By: CHRISTINE ct Comment o Associated PCRs/CVs PCR05035 ISSUED AYOUB APT- ADD WINDOW IN SHEAR, WALL & CHANGE I CLOSET TO PWDR RM Inspection History Insp Comments PD T.S.P.B.ZIS-A.B.C.D, T.P.P. Date Description Act 07/26/2005 34 Rough Electric AP 05/23/2005 32 Const. Service/Agricultural AP PD 04/29/2005 18 Exterior Lath/Drywall AP JM 04/29/2005 23 Gas/Test/Repairs AP JM 04/26/2005 17 Interior Lath/Drywall AP PS 04/25/2005 17 Interior Lath/Drywall CA PD 04/19/2005 16 Insulation AP PD 04/18/2005 16 Insulation CO PS 04/12/2005 84 Rough Combo AP PD 03/09/2005 84 Rough Combo PA PD 03/09/2005 89 Final Combo WC PD 03/07/2005 84 Rough Combo NS BN 03/07/2005 89 Final Combo WC BN 02/01/2005 24 Rough/Topout CA PD 01/20/2005 21 Underground/Under Floor PA PD 01/14/2005 21 Underground/Under Floor PA PC 3 UNITS NO TEST ON SHR PANS, FIRE PADS NOT COMPLETE CANCEL PER PETE UG COPPER WATER SERVICES DRAIN AT DRIVE NO SEWER TIE IN CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT TIME. $ (760)602-2700 \ 3~fitf2l~i l rI FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? . !' / • f FOR FBpT&ER INFORMAtfON, CONTACT/^ 02, "I76b YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER * City of Carlsbad Bldg Inspection Request For: 06/09/2004 Permit* CB032399 Title: AYOUB APT BLDG, 4414 SF- Description: 3 UNITS-1352 SF GARAGE Type:RESDNTL Sub Type: APT Job Address: 218 PINEAV Suite: Lot 0 Location: APPLICANT KARNAK PLANNING &DESIGN Owner: S S A1988 TRUST 05-31-88 Remarks: PM PLEASE Inspector Assignment: PD Phone: 7608. Inspector Total Time: CD Description 11 Ftg/Foundatlon/Piers Act _ Comment Requested By: N/A Entered By: ROBIN Associated PCRs/CVs Inspection History Date Description Act Insp Comments 06/07/2004 11 Rg/Foundation/Piers PA PD PAD FTGS PENDING SOILS 5741 PALMER WAY CARLSBAD, CALIFORNIA 92008 (760) 438-3155 • FAX (760) 931-0915 CLIENT. SUPT_ MEMO TPAfTT w.o. DATE NAME HOURS LOCATION CONTRACTOR I . / AM d £.6 qvTft £ T<? — E:/wp/fbrms/memosant.wpd GeoSoils, Ifc. BY: PAGE L OF. * FIELD TESTING REPORT w.o. DATENAME HOURS CLIENT SUPT._CONTRACTOR EQUIPMENT ft] FlAMSff TEST^ NO.LOCATION ELEV. OR DEPTH MOISTURE CONTENT DRY DENSITY P.C.F. RELATIVE COMPACTION TEST TYPE SOIL TYPE 1> FAd 1 4 FA ft A Jt-r*AS FMI& GeoSolls, lac. BY: PAGE E :/wp/forms/fieldtst.wpd FIEkD TESTING REPORT W.O. 3 DATE *• O HOURS /.€> CLIENT SUPT._ 5T. CONTRACTOR EQUIPMENT /A/ /A TEST NO.LO&ATION ELEV. OR DEPTH MOISTURE CONTENT DRY DENSITY P.C.F. RELATIVE COMPACTION TEST TYPE SOIL TYPE o - GeoSoils. Inc. E :/wp/forms/fieldtst.wpd NOTICE OF FOOTING EXCAVATION OBSERVATION JOB LOCATION WORK OWNER OR CONTRACTOR OWNER'S ADDRESS DATE FOOTJ OBSERVED T/fTYkL NO. OF FOOTINGS OR CAI&SONS DESCRIPTION OF FOOTINGS ORCAISSONS COVERED BY THIS NOTICE:(^ ml DIAGRAM OF APPROVED FOOTINGS (SHOWING DIMENSIONS IF APPLICABLE) THE UNDERSIGNED HAS OBSERVED THE FOOTING AND/OR CAISSON EXCAVATIONS LISTED ABOVE ON THE REFERENCED PROPERTY AND SAME WERE EXCAVATED IN ACCORDANCE WITH OUR RECOMMENDATIONS IN THE PRELIMINARY FOUNDATION Rf PORT AND THE BUILDING CODE OFTHE C*TY of BY 99/2 \ NOT|CE OF FOOJING EXCAVATION OBSERVATION /JOB LOCATION WORK AYbvJBOWNER OR CONTRACTOR^ OWNER'S ADDRESS : DATE FOOTING , TOTALING). OF^FOOTINGS OR CAISSO N OF FoWlNuY m&DESCRlTrON OF FolNGSOR CISSONS COVERED BY THIS NOTICE: Wt&A/T Jtlt &f#0\£ AU. ~Tt DIAGRAM OF APPROVED FOOTINGS (SHOWING DIMENSIONS IF APPLICABLE),/ • • • Yu- . t j .•- ,. . x . •• - - ES*»*W., THE UNDERSIGNED HAS OBSERVED THE FOOTING AND/OR CAISSON EXCAVATIONS LISTED ABOVE ON THE REFERENCED PROPERTY AND SAME WERE EXCAVATED IN ACCORDANCE WITH OUR RECOMMENDATIONS IN THE PRELIMINARY: FOUNDATION REPORT AND THE BUILDING c TUP g-ny A£ FORM 89/2 Corporation In Partnership with Government for Building Safety DATE: 12/19/03 a APPLICANT Q JURIS. JURISDICTION: Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO.: O3-2399 SET: IV PROJECT ADDRESS: 218 Pine St PROJECT NAME: Ayoub 3 Unit Apartment Complex 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. U 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. LJ The applicant's copy of the check list has been sent to: [~1 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: Karnak Design Telephone #: In Person Date contacted: 12/19/03 (by: CM) Fax #: Mail Telephone Fax In Person REMARKS: The engineer of record for the project must sign and seal each sheet of the structural part of the plans. Applicant to hand carry the plans to the city. By: Chuck Mendenhall Enclosures: Esgil Corporation D GA IH MB D EJ D PC Walk In tmsmtl.dcrt 9320 Chesapeake Drive, Suite 208 * San Diego, California 92 123 ^ (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In Partnership with Government for Building Safety DATE: 12/15/O3 Q APPfeiCANT JURISDICTION: Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO.: O3-2399 SET: IH PROJECT ADDRESS: 218 Pine St PROJECT NAME: Ayoub 3 Unit Apartment Complex The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Karnak Planning & Design 2802 State St, suite 'C', Carlsbad, CA 92008 Esgii 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: Karnak Design Telephone #: (760) 434-8400 Date contacted:/^\sf*$(by:fty3 Fax #: (760) 434-8493 Mail ^"Telephone Fa>^ In Person REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation D GA D MB D EJ D PC 12/4/03 tmsmH.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O3-2399 12/15/03 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 4. A. REFERENCE DETAILS 11 & 13/AD-6 AT THE PARTY WALLS ON SHEET A1.1 CONSISTENT WITH THE PARTY WALL REFERENCES ON SHEET A1.0. B. SHOW ON THE FLOOR PLAN ON SHEET A1.0 THAT THE PARTY WALL BETWEEN GARAGES OF UNITS 1 & 2 EXTENDS TO THE EXTERIOR WALL AT THE COURT. SEE PAGE A1.0. C. REFERENCE BOTH DETAILS 9 & 11/AD3.0 TO BOTH SECTIONS ON SHEET A5.1. BOTH THESE DETAILS APPLY SINCE EITHER THE TJI OR 2X12 JOISTS FOR THE FLOOR FRAMING IS AN OPTION. D. SHOW IN DETAILS 11, 12, 13 AND 14/AD6.0 FIRE STOPS A THE THE FLOOR AND CEILING LINES AND 10FT OC ALONG THE LENGTH OF THE DOUBLE STUD WALL WITHIN THE AIR SPACE BETWEEN STUD WALLS. 5. Show on the plans that the double stud party walls will have fire stops at the floor and roof line and every 10' OC in the void between the double stud walls. SEE DETAILS 11, 12, 13&14/AD6.0. 8. This building is listed as type VN construction on sheet C1.0 and fully sprinklered. If this building is equipped with a commercial type automatic firer sprinkler system, there is no need for the 2 HR area separation walls with the 1 HR roof const, extending 5ft each side. The automatic fire sprinklers may be used as a substitute for 1 HR const. UBC 508. THE TYPE OF CONSTRUCTION OF THIS BUILDING REQUIRES THAT THE FIRE SPRINKLER SYSTEM COMPLY WITH THE COMMERCIAL SYSTEM NFPA STANDARD 13 NOT A RESIDENTIAL SYSTEM. THIS ALLOWS FOR THE BUILDING TO BE TYPE V N CONSTRUCTION. FIRE-RESISTIVE CONSTRUCTION 9. Detail on the plans the duct penetration of the garage floor of units #1 & #2 as seen on sheet M-2. these ducts penetrate a 1 HR occupancy floor 'Carlsbad O3-2399 12/15/03 system between the garage and dwelling units and must be equipped sith smoke and fire dampers or must be shown in a furred space above the 1 HR construction. NO DETAILS OF THE DUCT PENETRATIONS FROM THE GARAGE THROUGH THE FLOOR. SEE THE MECHANICAL PLAN SHEET M-2. HOW DO YOU INTEND TO MAINTAIN THE ONE HOUR PROTECTION AT THE FLOOR CEILING BETWEEN THE GARAGE AND THE DWELLING UNIT ABOVE? DO YOU INTEND TO PROVIDE 1 HR FURRING BELOW THE GARAGE FLOOR FOR INSTALLATION OF THE MECHANICAL DUCT? . PLEASE CLARIFY. SOUND TRANSMISSION 10. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings. NO DETAILS WERE PROVIDED STRUCTURAL 24. Detail on the plans and reference to the roof plan the connection of the 2nd floor trusses to the interior shear walls both parallel and perpendicular to the shear walls. THE REFERENCE TO DETAIL 2/SD3.0 DETAILS THE EXTENSION OF A SHEAR WALL ABOVE A FLOOR. THE REQUEST IS TO DETAIL THE EXTENSION OF THE SHEAR WALL WITHIN THE ATTIC FORMED BY THE TRUSSES. 30. The lower level shear wall along line B.O is shown to have 2 type '8' shear walls. The design calc's for this line required three Hardy frames, 2HF9X24 and 1HF9X64. SPECIFY THE SIZE OF THE HARDY FRAMES ON THE PLANS SUBMIT PLANS FOR RECHECK 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. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. EsGil Corporation In Partnership with Government for Building Safety DATE: 11/5/03 Q AEgUCANT JURISDICTION: Carlsbad a PKNREVIEWER a FILE PLAN CHECK NO.: 03-2399 SET:H PROJECT ADDRESS: 218 Pine St PROJECT NAME: Ayoub 3 Unit Apartment Complex The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I 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: Karnak Planning & Design 2802 State St, suite 'C', Carlsbad, CA 92008 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: Karnak Design Telephone #: (760) 434-8400 Date contacted: u / 6 Ao (by: fv) Fax #: (760) 434-8493 Mail^ Telephone Fax,X In Person REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation D GA D MB D EJ D PC 10/28/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208~ * San Diego, California 92123 * (858)560-1468 * Fax (85 8) 560-1576 'Carlsbad 03-2399 11/5/03 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: The plans that were submitted for recheck are very Inconsistent. This is a limited recheck. Submit plans that are completely consistent for a complete recheck. For instance: A. The cover sheet of the plans lists the building construction as type V- non-rated under Bldg Analysis but directly below this under occupancy the building is listed as type V-N 1 HOUR which makes no sense. B. The index on the cover sheet of the plans lists sheets AD3.0 thru AD10.0. These sheets are not included with the plans. C. Floor beam FBM-1, 2 & 3 are designed as 7X18 PL beams See page 12 of the calc's The structural plan sheet S2-0 does not reflect this. D. Why is there a design for FB 1,2 & 3 on sheet 12 of the calc's and another design for these on pages 16 and 17 of the calc's. Which applies. E. In many areas Hardy Frames are listed with no size designation and in other areas there are Hardy frames with size designations. 1. All sheets of the architectural and electrical plans in addition to the structural, plumbing & mechanical are required to be signed and sealed by the licensed architect or engineer responsible for their preparation. Electrical sheets not signed. 2. Revise the code compliance statement on the cover sheet of the plans to be consistent with the current codes, 2001 Calif. Bldg Code which adopts the 1997 UBC, 2000 UPC, UMC and the 1999 NEC. No change. 4. Why does the roof plan on sheet A3.0 show the fire separation between the units extending 5'-0" beyond the demising walls? What is the purpose of this extension? Are these fire walls at the units intended to be area separation walls? If these double party wails are to be area separation walls, the details on the plans are not adequate. 2 HR area separation walls must be continuous from the foundation to the roof. This is not shown on the plans. The party walls are referenced as details Carlsbad O3-2399 11/5/03 11/13/AD6. these details do not show 2HR fire resistive construction and do not show the walls extending to the roof sheathing. THE DETAIL REFERENCE SHEETS FOR THE PARTY WALLS IS NOT INCLUDED WITH THIS SET OF PLANS.. 5. Detail 12/AD-4 is referenced to the double stud party walls on the floor plans. This detail shows a staggered stud wall which isn't anything like the double stud walls shown In details 11 & 13/AD-6. NOW DETAIL 11 & 13/AD-6 ARE REFERENCED AT THE PARTY WALLS. SHEET AD-6 WAS NOT INCLUDED WITH THE PLANS 6. Show on the plans that the double stud party walls will have fire stops at the floor and roof line and every 10' OC In the void between the double stud walls. NO DETAIL SHEETS WITH THE PLANS 8. This building is listed as type VN construction on sheet C1.0 and fully sprinklered. If this building is equipped with a commercial type automatic firer sprinkler system, there is no need for the 2 HR area separation walls with the 1 HR roof const, extending 5ft each side. The automatic fire sprinklers may be used as a substitute for 1 HR const. UBC 508. THE TYPE OF CONSTRUCTION OF THIS BUILDING IS CONFUSING. IN ONE PLACE IT IS LISTED AS TYPE V-N AND ANOTHER AS TYPE V- NON-RATED 1 HR AND SPRINKLERED. NONE OF THIS MAKES ANY SENSE. FIRE-RESISTIVE CONSTRUCTION 9. Detail on the plans the double wall, one hour party wall construction. Reference the detail to the floor plans. Walls and floors separating dwelling units in the same building, or guest rooms in hotels, shall be of not less than one-hour fire-resistive construction. Section 310.2.2. the details 11 & 13/AD-6 do not depict 1 hr party walls. NO DETAIL SHEET AD-6 WITH THE PLANS 10. Detail on the plans the duct penetration of the garage floor of units #1 & #2 as seen on sheet M-2. these ducts penetrate a 1 HR occupancy floor system between the garage and dwelling units and must be equipped sitn smoke and fire dampers or must be shown in a furred space above the 1 HR construction. NO DETAILS OF THE DUCT PENETRATIONS FROM THE GARAGE THROUGH THE FLOOR INTO THE UNIT ABOVE • SOUND TRANSMISSION 11. Party wall assemblies separating dwelling units from each other must have a listed rating of STC 50 . Provide details of the listed wall assemblies, and 1 Carlsbad 03-2399 11/5/03 indicate the listing agency and listing number for the tested ratings. NO DETAIL SHEET AD-6 12. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings. NO DETAILS WERE PROVIDED R-1 GENERAL OCCUPANCY REQUIREMENTS 13. Draft stops shall be installed in floor-ceilings, attics, mansards and similar concealed spaces and shall be above and in line with walls separating units from each other and from other uses. Section 708.3.1.1.2. these are not clearly shown on the sections or noted on the plans. NO DETAILS SHEETS PROVIDED. • PLUMBING 14. Include with the plumbing plans materials specifications for water, waste, vent and gas piping. THERE WAS NO SHEET P-O WITH THE PLANS. I PRESUME THE MATERIAL SPECIFICATIONS ARE FOUND ON THIS SHEET? 15. Specify a min. !4:12 slope for the waste lines shown on sheets P-4 and P- 5. NO SLOPE SHOWN ON SHEET P4 & P5 ENERGY CONSERVATION 16. Note on the plans that Cloth backed duct tape is no longer permitted to be used as the sole connection for mechanical ducting. Note on the plans that duct tape, as a minimum, meeting the requirements of UL181,181 A, or 181B, shall be used or additional duct attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. NO NOTE ON THE PLANS 17. Detail or note on the plans: 'The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums." NOTHING SHOWN AND NOTHING NOTED ON THE PLANS 18. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). THE ELECTRICAL PLANS STILL SHOW INCANDESCENT LIGHT FIXTURES IN THE KITCHEN 'Carlsbad 03-2399 11/5/03 19. Note on the plans: 'The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." NOTHING ON THE PLANS 20. The window schedule shall clearly describe the required U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations. NO NOTES ON THE PLANS STRUCTURAL 24. The Table of contents for the structural design calculations lists page numbers for the various elements of the building design. The pages of the design calc's must be numbered consistent with the Table of contents on the cover sheet. THE PAGES ARE NOW NUMBERED BUT THE CALC'S ARE VERY CONFUSING THE DESIGN OF THE SAME FLOOR BEAMS ARE FOUND ON DIFFERENT PAGES. FOR INSTANCE THE DESIGN OF FBM 1, 2 & 3 ARE FOUND ON PAGE 12 AS PARALLAM 7X18 AND FOUND ON PAGES 16 & 17 AS GLB 51/4 x 20. PROVIDE DESIGN CALCULATIONS THAT CONTAIN AN INDEX WITH ALL PAGES SEQUENTIALLY NUMBERED AND THAT FOLLOW A LOGICAL ORDER WITH THE DESIGN LIMITED TO ONLY WHAT IS SHOWN ON THE PLANS. AS COMPLETE STRUCTURAL CHECK WILL BE MADE ONLY AFTER THE DESIGN ENGINEER CAREFULLY REVIEWS THE CALC'S FOR CONSISTENCY WITH THE PLANS AND ORGANIZES THE CALC'S IN SUCH A WAY THAT THEY CAN BE REVIEWED 25. Include as part of the design calc's the columns at the front of the garages. Also, include connection details for these columns at the foundation and beam. NOT PROVIDED 26. Detail on the plans and reference to the roof plan the connection of the 2nd floor trusses to the interior shear walls both parallel and perpendicular to the shear walls. THE REFERENCE TO DETAIL 2/SD3.0 DETAILS THE EXTENSION OF A SHEAR WALL ABOVE A FLOOR. THE REQUEST IS TO DETAIL THE EXTENSION OF THE SHEAR WALL WITHIN THE ATTIC FORMED BY THE TRUSSES. 27. Show on the plans the location and size of Hardy frames to resist the lateral loads at the front of the garages. ALL HARDY FRAME SIZES ARE NOT DESIGNATED ON THE PLANS 28. Show on sheet S2-0 the lower level shear walls along grid line 'A'. Do you intend to use Hardy Frames along this line ? WHAT SIZE ARE THE Carlsbad 03-2399 11/5/O3 HARDY FRAMES ALONG THIS LINE? THEY ARE NOT LISTED ON THE PLANS. 30. The truss roof layout plan that is a part of the truss details must have a shop stamp for review and approval by the engineer of record for the building. NOT PROVIDED 31. Include as part of the design calc's the foundations. This applies to continuous footings and spread footings supporting concentrated loads. I COULD NOT FOLLOW THE DESIGN OF THE FOOTINGS. IT IS NOT CLEAR WHAT DESIGN APPLIES WHERE ON THE PLANS 32. The lower level shear wall along line B-O is shown to have 2 type '8' shear walls. The design catc's for this line required three Hardy frames, 2HF9X24 and 1HF9X64. SPECIFY THE SIZE OF THE HARDY FRAMES ON THE PLANS SUBMIT PLANS FOR RECHECK ONLY AFTER ALL DESIGNERS HAVE CAREFULLY REVIEWED THE PLANS AND DOCUMENTS FOR CONSISTENCY 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. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. Corporation In Partnership with Government for Building Safety DATE: 9/12/O3 JURR JURISDICTION: Carlsbad cTPtAN REVIEWER D FILE PLAN CHECK NO.: 03-2399 SET: I PROJECT ADDRESS: 218 Pine St PROJECT NAME: Ayoub 3 Unit Apartment Complex The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Karnak Planning & Design 2802 State St, suite 'C', Carlsbad, CA 92008 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: Karnak Design Telephone #: (760) 434-8400 Date contacted: 911 zjv $ (by: fr-x) Fax #: (760) 434-8493 Mail <—• Telephone Fax L/ In Person REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/2/03 tmsmti.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 Carlsbad 03-2399 9/12/03 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK NO.: O3-2399 OCCUPANCY: R1/U1 TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: 12000 SPRINKLERS?: yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 9/12/O3 JURISDICTION: Carlsbad USE: 3 Unit apt ACTUAL AREA: 4421 STORIES: 2 HEIGHT: 25ft approx per UBC OCCUPANT LOAD: 22 DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/2/03 PLAN REVIEWER: Chuck MendenhaU 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: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC . The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a COPY) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 16, FM GENERAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1997 UBC )rlforw.dot Carlsbad 03-2399 9/12/O3 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and 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, 1. All sheets of the architectural and electrical plans in addition to the structural, plumbing & mechanical are required to be signed and sealed by the licensed architect or engineer responsible for their preparation. 2. Revise the code compliance statement on the cover sheet of the plans to be consistent with the current codes, 2001 Calif. Bldg Code which adopts the 1997 UBC, 2000 UPC, UMC and the 1999 NEC. 3. Windows 1A within the stair enclosure of all units must be tempered glass. 4. Why does the roof plan on sheet A3.0 show the fire separation between the units extending 5'-0" beyond the demising walls? What is the purpose of this extension? Are these fire walls at the units intended to be area separation walls? If these double party walls are to be area separation walls, the details on the plans are not adequate. 2 HR area separation walls must be continuous from the foundation to the roof. This is not shown on the plans. The party walls are referenced as details 11/13/AD6. these details do not show 2HR fire resistive construction and do not show the walls extending to the roof sheathing. 5. Detail 12/AD-4 is referenced to the double stud party walls on the floor plans. This detail shows a staggered stud wall which isn't anything like the double stud walls shown in details 11 & 13/AD-6. 6. Show on the plans that the double stud pary walls will have fire stops at the floor and roof line and every 10' OC In the void between the double stud walls. Carlsbad 03-2399 9/12/03 7. Detail on the plans the one hour construction extending 5ft each side of the party walls as depicted on the roof plan on sheet A3.0. 8. This building is listed as type VN construction on sheet C1.0 and fully sprinklered. If this building is equipped with a commercial type automatic firer sprinkler system, there is no need for the 2 HR area separation walls with the 1 HR roof const, extending 5ft each side. The automatic fire sprinklers may be used as a substitute for 1 HR const. UBC 508. FIRE-RESISTIVE CONSTRUCTION 9. Detail on the plans the double wall, one hour party wall construction. Reference the detail to the floor plans. Walls and floors separating dwelling units in the same building, or guest rooms in hotels, shall be of not less than one-hour fire-resistive construction. Section 310.2.2. the details 11 & 13/AD-6 do not depict 1 hr party walls. 10. Detail on the plans the duct penetration of the garage floor of units #1 & #2 as seen on sheet M-2. these ducts penetrate a 1 HR occupancy floor system between the garage and dwelling units and must be equipped sith smoke and fire dampers or must be shown in a furred space above the 1 HR construction. • SOUND TRANSMISSION 11. Party wall assemblies separating dwelling units from each other must have a listed rating of STC 50 . Provide details of the listed wall assemblies, and indicate the listing agency and listing number for the tested ratings. 12. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings. • R-1 GENERAL OCCUPANCY REQUIREMENTS 13. Draft stops shall be installed in floor-ceilings, attics, mansards and similar concealed spaces and shall be above and in line with walls separating units from each other and from other uses. Section 708.3.1.1.2. these are not clearly shown on the sections or noted on the plans. * PLUMBING 14. Include with the plumbing plans materials specifications for water, waste, vent and gas piping. Carlsbad O3-2399 9/12/O3 15. Specify a min. 1/4:12 slope for the waste lines shown on sheets P-4 and P- 5. ENERGY CONSERVATION 16. Note on the plans that Cloth backed duct tape is no longer permitted to be used as the sole connection for mechanical ducting. Note on the plans that duct tape, as a minimum, meeting the requirements of UL181,181 A, or 181B, shall be used or additional duct attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. 17. Detail or note on the plans: The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums." 18. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). 19. Note on the plans: "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." 20. The window schedule shall clearly describe the required U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations. • FOUNDATION 21. Provide a copy of the original project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. the report provided fSrom GeoSoils Inc. is a follow up letter to the original report 22. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 23. There are no footings shown in the interior bearing walls between the Garage and Bed Rm of Unit #2 Spread footing sizes and column sizes are not shown on the foundation plan. STRUCTURAL Carlsbad 03-2399 9/12/03 24. The Table of contents for the structural design calculations lists page numbers for the various elements of the building design. The pages of the design calc's must be numbered consistent with the Table of contents on the cover sheet. 25. Include as part of the design calc's the columns at the front of the garages. Also, include connection details for these columns at the foundation and beam. 26. Detail on the plans and reference to the roof plan the connection of the 2nd floor trusses to the interior shear walls both parallel and perpendicular to the shear walls. 27. Show on the plans the location and size of Hardy frames to resist the lateral loads at the front of the garages. 28. Show on sheet S2-0 the lower level shear walls along grid line 'A'. Do you intend to use Hardy Frames along this line ? 29. Include on the plans and in the design the method of supporting the bearing wall above the lower court entrances to Units #2 & #3. the truss details show that the wall above this location is a bearing wall supporting the roof trusses. 30. The truss roof layout plan that is a part of the truss details must have a shop stamp for review and approval by the engineer of record for the building. 31. Include as part of the design calc's the foundations. This applies to continuous footings and spread footings supporting concentrated loads. 32. The lower level shear wall along line B-O is shown to have 2 type '8' shear walls. The design calc's for this line required three Hardy frames, 2HF9X24and1HF9X64. 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. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you tarlsbad O3-2399 9/12/03 have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad O3-2399 9/12/03 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 03-2399 PREPARED BY: Chuck Mendenhall DATE: 9/12/03 BUILDING ADDRESS: 218 Pine St BUILDING OCCUPANCY: R1/U1 TYPE OF CONSTRUCTION: VN BUILDING II AREA PORTION I ( Sq. Ft.) apt garage Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 4421 1352 cb Valuation Multiplier City Est City Est By Ordinance Reg. Mod. VALUE ($) ^ 380,206 $1,412.04 Plan Check Fee by Ordinance Type of Review: G D Repetitive FeeRepeats Complete Review D Other r—i Hourly Structural Only Hour* Esgll Plan Review Fee $917.83 $790.74 Comments: Sheet 1 of 1 macvalue.doc EsGli Corporation IB PartnerilUp with Govcnunent for Building Safety DATE; 7/22/02 JURISDICTION: PLAN CHECK PROJECT ADDRESS: 218 Fine 8t PROJECT NAME: Ayoufr 3 Unit Apartment Complex 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 reserved and checked by building department staff. Q The plans transmitted-herewith have significant deficiencies Identified on the enclosed check fist and should be corrected and resubmftted for a complete recheck. The check list transmitted herewith is for your Information. The plans are being held at Esgif 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: Kamak Planning & Design 2802 State St, suite 'C't Carlsbad, CA 92008 Esgll 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: Kamak Design (fcfaef^ Telephone #: (760) 434-8400 Date contacted: "7-7fr-**(by: rV-) Fax #: (760) 434-8493 Malt Telephoned Fax^ InPswon D REMARKS: By: Chuck MendenbaU Esgil Corporation Enclosures: 7/1 1/02 9320 Chesapeake Drive, Suiie 268 * San Diego, California 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad O2-2O18 7/22/02 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK NO.; 02-2018 OCCUPANCY: R1/U1 TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: 12000 SPRINKLERS?; no REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 7/22/02 JURISDICTION: Carlsbad USE; 3 Unit apt ACTUAL AREA: 4421 STORIES: 2 HEIGHT: 25ft approx per UBC OCCUPANT LOAD: 22 DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/11/02 PLAN REVIEWER: Chuck MeadertuJl 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 taws 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: 1997 UBC, 1997 UPC. 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following Items listed need clarification, modification or change. All Hems must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To «pe*d UP the i-mcheck process, please note on thto list for a copy* whara correction Item has been addreaaed. i.e.. p^an she^t number, apecffioatlon aectionr etc. Be sure to enclose the marked UP ll«t when vou submit tha iwteed pl«n«, LIST NO. 1«, R-1 GENERAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1997 UBC)rlforw.dot Carlsbad 02-2018 7/22/02 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can besubmitted in one of two ways; 1. Deliver all corrected sets of plans and caJcuiattons/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGII Corporation and the Carlsbad Planning. Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver ail 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 EsGII Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation te complete. 1. All sheets of the plans and the first sheet of the calculations are required to be signed and sealed by the licensed architect or engineer responsible for their preparation. 2. The site date on the non-numbered title sheet of the plans lists the project as c i .0 "condominiums" but the title of the project is 3 apartment units. Is this building intended to be an apartment or condominium? 3. Clarify the door schedule found on sheet A6.0. All doors listed on the schedule are one hour rated. Why are all doors listed as one hour fire rated? The schedule also indicates door type and hardware by letters. What do these letters mean? 4. The lower level bed room of Unit 2 shows a 6068 SGD on the floor plan but the indicates a 3068 vinyl frame one hour rated door assembly. What Is intended? Window #5 at the lower level bed room of unit 1 must be tempered glass where it is within 24" of the bed room door. 6. Window #1 within 24 of the entrance door of unit 3 must be tempered glass. 7. Why are the exterior doors of the garages listed as 1-3/8 solid core fire rated on sheet A1.0? Windows 1 & 1A within the stair enclosure of all units must be tempered glass. . n _» The floor plan general notes listed on sheet A1.1 do not match the numbersH " ^^ shown on the floor plan. For instance note 9 appears at the fireplace of unit 3 but not 9 on this sheet indicates "new water closets and associated flushometer valves...etc". the floor plan note numbers on sheet A1.1 are as high as No, 30 SKI >*6 *0 Oisi 13. 11,12,, 14. 15. 16. 17. Carlsbad 02-2018 7/22/02but there are only 10 floor plan notes found on sheet A1.1 Correct the plans and notes on all sheets consistent with what is shown on the plans. ). 44 found on sheet At-f ? Doe« tt nave some on this aheet? Please clarify. 11 Why does the roof plan on sheet A3.0 show the fire separation between the units ' extending 5'-0" beyond the demising walls? What is the purpose of this extension? ^dsfi-f^i/TDflV <£0wo&vuw/>A. t£&*Jyypftt**>' * Are these fire walls at the units intended to be area separation walls? Y&*5 12. The detail references on the sections on sheets A5.0, A5.1 for the most part do not apply to what is shown on the section. For instances detail 2/SD2.0 is referenced at the stair sections on sheet A5.0. Detail 2/SD2.0 is a footing detail and has nothing to do with the stairs. The architect of record should carefully review the details referenced on the section for accuracy prior to submitting for recheck. FIRE-RESISTIVE CONSTRUCTION Detail on the plans the double wall, one hour party waH construction. Reference the detail to the floor plans. Walls and floors separating dwelling units In the same building, or guest rooms in hotels, shall be of not less than one-hour fire-resistive construction. Section 310.2.2. Detail on me plans the floor ceiling fire protection between the garages and the units above. Reference the floor ceiling construction detail to the sections. SOUND TRANSMISSION Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC SO and IIC 50. Show the location of and provide details of the fisted wall and floor/celling assemblies, and indicate the listing agency and listing number for the tested ratings. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings. STAIRWAYS AND ELEVATORS Reference the stair and handrail details found on sheet D1 .0. to the floor plans and sections where the details apply, R-1 GENERAL OCCUPANCY REQUIREMENTS Cartabad 02-2016 7/22/02 18' SS St^8 8ha" ** lrL8tf **ln floo'-<»flings, attics, mansards and similarconcealed spaces and shall be above and in line with walls sepamtino units fromother and from other uses. Section 708.3 112 8*Pa™ng units from ^^ Afc. ©how location o* cdtfo aooesa with a minimum size of 22"x30", unless the Sfifif maximum vertical headroom height in the attic is less than 30." Access must be t*r tS provided to each separated attic area, shall be located In a hallway or other ^. i readily accessible location and 30" headroom clearance ia required above the #wn&- opening. Section 1506.1. ELECTRICAL (NATIONAL ELECTRICAL CODE) 20. Provide receptacle at each sink in the bath rooms with double sinks. In lieu of this you may place the required receptacle between the sinks. PLUMBING Include the gas line sizing calculations and Isometric diagram of the gas pipe. The plans indicate "See P-7 for gas sizes" there is no sheet P-7 with the plans. 22. Include with the plumbing plans materials specifications for water, waste, vent and gas piping. 23. Specify a min. H:12 slope for the waste lines shown on sheets P-4 and P-5. S. o LI *H01 . ENERGY CONSERVATION 24. Cloth backed duct tape is no longer permitted to be used as the sole connection for mechanical ducting. N|ote on the plans that duct tape, as a minimum, meeting the requirements of UL181 , 181 A, or 181 B, shall be used or additional duct attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. 25 Detail or note on the plans: The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums." 26' Provide fluorescent general lighting (40 lumens per watt minimum) In kitchens) and bathrooms (containing a tub or shower). -•compliance with the energy calculations Carlsbad O2-2O18 7/22/02 energy calculations. FOUNDATION 29. Provide a copy of the project soil report prepared by a California licensed architect or cMl engineer. The report shaH include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. 30. investigate the potential for seismically Induced soil liquefaction and soil Instability in seismic zones 3 and 4. Section 1804.5 There Is no foundation support for the 2nd floor area of Unit #3 in front of the garage. There are no footings shown in the interior bearing walls between the Oarage and Bed Rm of Unit #2Spread footing sizes and column sizes are not shown onthe foundation plan. There will be no further plan review tor the foundation until the soil report Is submitted and design engineer assuming responsibility for the design of the structure reviews the foundation plan for consistency with his design snd footing support at all bearing walls and posts. STRUCTURAL £*u£3. The Table of contents for the structural design calculations lists page numbers for the various elements of the buftdlng design. The pages of the design calc's must be numbered consistent with the Table of contents on the cover sheet. 34. The design catc's did not include the design of roof beam RBM-3 supporting the trusses at the 2nd floor. 35. Include as part of the design calc's the columns at the front of the garages. Also, include connection details for these columns at the foundation and beam. 36. Detail on the plans and reference to the roof plan the connection of the 2nd floor trusses to the interior shear walls bom parallel and perpendicular to the shear walls. 37. Expand the lateral design to show how you arrived at the lateral force coefficient of 0.174 X W to determine the seismic loading. 38. Show on the plans the location and size of Hardy frames to resist the lateral loads at the front of the garages. 39. Clarify how you approached the lateral design of the building. Was the design based on a unit-by-unit basis? It appears that only certain shear wall lines were ' Carlsbad 02-2018 7/22/02 considered for the 2nd and 1 floors and then other lines are analyzed at the 2nd and i" floor levels. It is not dear how you approached the design. 40, Include as part of the design Gale's the foundations. This applies to continuous footings and spread footings supporting concentrated loads. 41 . There is no support shown for the floor beam FBM-1 . Provide vertical support for SH"? £ *• *° Ws beam. w 42. FBM-2 is shown supporting concentrated loads from beams FBM-1 and RBM-3. ' The design of FBM-1 , 2 & 3 are all identical. This does not match what is shown on the plans. NOTE: This was a preliminary plan review. The plans and cafe's were very Incomplete and lacing In details and referencing. A complete plan review will be provided when the Items above have been addressed. 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. The jurisdiction has contracted with Esgfl Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhalt at Esgil Corporation. Thank you. City of Carlsbad Public Works Engineering DATE: BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: ENGINEERING DEPARTMENT APPROVAL EST. VALUE: DENIAL 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 alt comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit Is required prior to construction of the following Improvements: Please sea^tRe'N attached report of deficiencies marked witn D. Make necessary corrections to plans or spedfreettorts for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: Date: Date: By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet 0 Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: TANIYA BARROWS City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad. CA 92008 Phone: (760) 602-2773 CFD INFORMATION Parcel Map No: Lots: Record ation: Carlsbad Tract: 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (760) 602-272O • FAX (76O) 602-8562 FiWUILDINQ PLANCHECK CKLSTFORM.doc A Rw. 7/1*00 BUILDING PLANCHECK CHECKLIST RD SITE PLAN -V3 A. B. C. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines E. Easements 2. Show on site plan: F. Right-of-Way Width & Adjacent Streets GL Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION F:\BULDING PLANCHECK CKLST FORM.OOC R0v. T/14/00 BUILDING PLANCHECK CHECKLIST -ST 2ND D DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. #,&? 0£ ^ fl^a ^rfil - ^^cejg^Jn^i/M-l- /fflog?jMA- 4b. All conditions are in compliance. Date: or i DEDICATION REQUIREMENTS D D 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 $ 15.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz" 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: MPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 . pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the FABUILDWG PLANCHECK CKLST FORM Joe BUILDING PLANCHECK CHECKLIST ST RD n D n 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 $310 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. n n n n Future public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. n GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. 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: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) FttUtLWNG PLANCHECK CKLST FORM.doc . 7/1*00 BUILDING PLANCHECK CHECKLIST ST1 D ND2 D RD3 D n n n n 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: n n n n D n n n 9. 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 7153, for assistance. Industrial Waste permit accepted by: Date: 10. 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. 11. flp[>ftequired fees are attached •* Q No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. F:«UUXNG PUNCHECK CKLST TORM .doe BUILDING PLANCHECK CHECKLIST iST >ND »RD n n n • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled T, and potable water is typically a circled "W". The irrigation service should look like: STA1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water F:\BWLOttW PLANCHECK CKLST FORM-doc Rw. ST ,RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching services/meters to a new recycled water line in the future. these irrigation D D D 12c. Irrigation Use (where recycled water Is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Comments: \mceu€«*ul- FABULCHNG PLANCHECK CKLST FOMLdQC ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. D Calculation based on building plancheck plan submittal. Address: AW Prepared by:_Date: Bldg. Permit No._ Checked by:Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: /^pfe Sq. Ft./Units: 5 Types of Use: Sq. Ft/Units: APT CALCULATIONS: List types and square footages for all uses. Types of Use: Affi$ Sq. Ft/Units: 3 Types of Use: Sq. Ft/Units: EDU's: EDU's: ADT's:. ADTs: 3 FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D 1.PARK-IN-LIEUFEE FEE/UNIT: PARK AREA &#: X NO. UNITS: . TRAFFIC IMPACT FEE ADTs/UNITS:FEE/ADT: -B- 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST.#2 ADPs/UNITS: &4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: 5. SEWER FEE EDU's: X FEE/ADT: ZONE: X FEE/SQ.FT./UNIT: DIST. #3 =$_ =$. 3 =$ Z=f*t BENEFIT AREA: EDU's:X FEE/EDU: D 6. SEWER LATERAL ($2,500) 7. DRAINAGE FEES PLDA ACRES: «^l X 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE =$. =$. HIGH FEE/AC: /LOW ss < 353. #3 METER FEE SDCWA FEE IRRIGATION F:\FEE CALCULATKW WORKSHEET Joe 1of2 Rav. 7/14/00 ' .' ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE 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. 2of2 F:\FEE CALCULATION WORKSHEETS RO,. 7n4no 06/01/2004 13:56 FAX 17604384178 CITV OF CARLSBAD 2! 01 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTORjjKAidA PROJECT IP 5^>P OO-fg PATF- GRADING PERMIT NO, LOTS REQUESTED FOR RELEASE; N/A-NOT APPLICABLE V= COMPLETE 0 •Incomplete or unacceptable 1st •* I/ • V • v/ • M/A • s ^? 2nd. Partial oermiti 1. 2. 3. 4. 5. 6. 7. 8. 9. rete S8UI Site access to requested lots adequate and tegicafly grouped Site erosion control measure* adequate. OveraH site adequate for heatth, safaty and welfare of puWfc. Letter from Owner/Dev. requesting partial release of specific lota, pads orHdg. ei4M x 11" she plan (attachment) showing requested toteaubmltted. Compaction report from soHsengkieer submitted, (if tote report has been submitted with a previous partial release, a letter from sois engineer referencing the soils report and identifying specfflc lota for release shall accompany subsequent partial releases), EOW certification of work done with finish pad elevations of spedflc lots to be released. Letter must stats tot (s) is graded to wttNn a tenth (.1) of the approved grading plan. Geologic engineer's letter if unusual geologic or subsurfi D ndtttons Fully functional fire hydrants wHMn 500 fisat of buHOng combustibles and an all weather roads access to site is required. Partial release of grading for the above stated tots is approved for the purpose of buHdng permit issuance. Issuance of building permits ts still subject to all normal Ctty requirements required pursuant to the buitfng permit process. Partial release of the site is dented for the following reasons: Date f//t/* r Construction Manager Dab /ho Wfa 8 S D D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Planner Address 2*1 6 Phone (6t9r43S-4-*eT, extension Type of Project & Use: Zoning: K "^P _ General Plan: fc ft CFD (in/out) #. Circle One .Date of participation: Net Project Density: L^ _ Facilities Management Zone: L Remaining net dev acres: DU/AC (For non-residential development: Type of land used created by this permit: ) Legend:Item Complete Item Incomplete - Needs your action Environmental Review Required: YEsV NO _ TYPE DATE OF COMPLETION:; Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: _ Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES X NO TYPE DATE 1-16*02. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: n NO Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES X CA Coastal Commission Authority? YES NO \C If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; {619} 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES V NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" {at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required: YES K NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: d CD D I. Provide a fully dimensional ;site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. ODD 2. Provide legal description of property and assessor's parcel number. nan nan Zoning: 1. Setbacks: 2. 3. Front: j Interior Side: Street Side: Rear: Accessory structure Front: Interior Side: Street Side: Rear: Structure separation Lot Coverage: Required Required Required " Required setbacks: Required Required Required ! ' Required : Required Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown ODD 4. Height:Required Shown EH O D 5. Parking: Spaces Required Guest Spaces Required D D D Additional Comments Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE Karnak Planning & Design, Inc. Paul Longton, Architect * Robert Richardson, Planner 2802 State Street, Suite C, Carlsbad, Ca 92008 (760) 434-8400 Fax (760) 434-8493 e-mail: kamakardugtaoLcom November 10,2003 and November 22,2003 To: ESGIL Corp Attention: Chuck Mendenhall Reference: Plan Check #03-2399 Avoub 3 Unit Apartment Complex 218 Pine Street. Carlsbad The following is a response to the latest round of Plan Review Comments, Dated November 5.2003. FOREWORD: Item 1: See plan set for stamps and signatures on all sheets. GENERAL: Item 2: Code references on sheet Cl .0 have been revised. Item 4: Several detail sheets were inadvertently left out of the printing ordered by the draftsman. We apologize for wasting your time in trying to locate these sheets within the plan set given to you. The details sheets are included with the enclosed set of prints. Please note that 2-hour or 1-hour construction is not required since the building is fully sprinklered in accordance with the city Fire Marshall plan review comments. The party walls are 1-hour construction as outlined in the details in accordance with the testing and reporting agency and they do extend to the underside of the roof diaphragm as shown in the building sections. Item 5: Several detail sheets were inadvertently left out of the printing ordered by the draftsman. We apologize for wasting your time in trying to locate these sheets within the plan set given to you. The details sheets are included with the enclosed set of prints. crty Item 6: Several detail sheets were inadvertently left out of the printing ordered by the draftsman. We apologize for wasting your time in trying to locate these sheets within the plan set given to you. The details sheets are included with the enclosed set of prints. Refer to detail 13/AD6.0. Also please note that floors are lO'-O" or less floor to floor. Item 8: Please refer to sheet Cl .0 for revisions to the call outs for the building type and for the occupancy type. The confusion has been taken care of, hopefully to your satisfaction. FIRE RESISTIVE CONSTRUCTION Item 9: Several detail sheets were inadvertently left out of the printing ordered by the draftsman. We apologize for wasting your time in trying to locate these sheets within the plan set given to you. The details sheets are included with the enclosed set of prints. Refer to details 11/AD6.0 and 13/AD6.0 - the reporting/testing agency, G.A.. is the Gypsum Association. Is their assembly and testing not acceptable? Item 10: The ducts go up from the garage floor level within a 1-hour shaft as detailed in 16/AD4.0 or in detail 8/AD4.0. The shaft has been added to the Unit #2 Master Walk-In Closet and detail references have been added to the plans as required to all shafts. The shaft is sized at 20" x 20" to suit the 12" diameter duct. Any penetration of the shaft will be sealed as required by code as noted in the notes on sheet M-l. Ductwork in the kitchen/living area is within a lowered ceiling or soffit area. SOUND TRANSMISSION Item 11: Several detail sheets were inadvertently left out of the printing ordered by the draftsman. We apologize for wasting your time in trying to locate these sheets within the plan set given to you. The details sheets are included with the enclosed set of prints. Refer to details 11/AD6.0,12/AD6.0 and 13/AD6.0 showing rated assemblies and the reporting agency information. Item 12: Refer to sheet M-l, Notes 8, 9,10,17 and 19. R-l GENERAL OCCUPANCY REQUIREMENTS Item 13: Several detail sheets were inadvertently left out of the printing ordered by the draftsman. We apologize for wasting your time in trying to locate these sheets within the plan set given to you. The details sheets are included with the enclosed set of prints. Refer to note in Detail 13/AD6.0, note on the roof plan sheets A3.0 and A3.1 and to the Sections on sheets A/5.0, B/A5.0, E/A5.2 and F/A5.2. for draft stops, notes and for party wall that extends to the underside of the roof diaphragm. PLUMBING Item 14: Refer to sheet P-l for piping materials specifications. Item 15: Refer to notes in Pipe Size Schedule, sheet P-l, that show the required minimum slope of waste piping. ENERGY CONSERVATION Items No. 16.17: Notes #5 and 6 on sheet M-l under Mandatory Notes. Item 18: Refer to sheets E-l, E-2 and E-3 for fluorescent lighting fixtures. Item 19: Refer to sheet A6.0, Note 10 and to verbatim notes added to sheet. Item 20: Refer to sheet M-0, Certificate of Compliance: Residential (Part 1 of 2), CF-1R for window (Fenestration) U-factor (0.57) and the SHGC (0.67). Notes have also been added to Window Schedule, Sheet A6.0. STRUCTURAL Item 24: Please refer to the copy of the structural calculations included with this response for any revisions, additions or other changes. Item 25: Please refer to page 20 of the copy of the structural calculations included with this response for the columns. Refer also to connection details 3/SD2.0 and 11/SD4.0. Items 26: Detail 2/SD3.0 shows the shear above the floor and up to the roof diaphragm at the 2x ridge. Additionally, per the previous re-submittaL refer also to details #6 and #7 on sheet SD3.0. Item 27: Refer to sheet S1.0 and S2.0 for Hardy Frame call-outs that were added or reviewed for the previous re-submittal. The call-outs refer to the Hardy Frames that are detailed in the Hardy Frame drawings H-l through H-4 inclusive as included in the previous submittals. Item 28: As responded in the previous re-submittal, please refer to sheet S2.0 for the two Hardy Frames - #HF 9x32 and to the Hardy Frame drawings H-l through H-4, inclusive. The frame call-outs are shown on the extreme left side adjacent to the grid line A as a note with leaders to each frame. Refer also to the copy of the structural calculations included with this response. Item 30: Refer to truss layout drawing incorporated onto sheet S-3.0. The signing engineer has reviewed the truss layout and package and by signing the S-3.0 sheet has in effect signed the truss layout drawing. Items 31: Please refer to the copy of the structural calculations included with this response. A page that showed the balance of the numbered footings was missing from the calculations supplied to you previously. Refer also to the foundation plan on sheet S-l - the footings have been numbered 1 through 6 for clarity and in accordance with the calculations. Item 32: Refer to the copy of the structural calculations included with this response and to sheets S-l and S-2.2 - 32" wide panels were required per calculations, 3 have been used for redundancy. Sizes of Hardy Frames have been shown on the plans and in the Hardy Frame drawings H-l through H-4, inclusive. No changes have been made to the plans that are not related to or a result of the various corrections noted on the ESGIL listing. Thank you, Mike Flintjer Project Manager Karnak Planning & Design PH.: 760-434-8400 FAX: 760-434-8493 STRUCTURAL CALCULATIONS FOR: 3 UNIT APARTMENT MR. AND MRS. AYOUB 218 PINE STREET CARLSBAD, CA 92008 10-May-01 REV: 8/5/03 BY: SOUTHBAY CONSULTING ENGINEERS 426A PHILLIPS WAY VISTA, CA 92083 (760)726-9500 FAX:(760) 726-9898 CONTENTS. 1 DESIGN LOADS PAGES 1-4 2 VERTICAL LOAD ANALYSIS (ROOF) PAGES 5-9 3 VERTICAL LOAD ANALYSIS (FLOOR) PAGES 10-19 4 POST PAGE 20 5 FOOTINGS PAGES 21-22 6 SEISMIC ANAYLSIS (LONGITUDINAL) PAGES 23-24 7 SEISMIC ANAYLSIS (TRANSVERSE) PAGES 25-26 8SHEARWALLS 1 TO 5 PAGES 27-37 9SHEARWALLS A TO D PAGES 38-47 10 SHEARWALL SCHEDULE PAGE 48 STRUCTURAL STANDARDS: 1 LUMBER: D.F, #2 MINIMUM U.N.O. 2 HARDWARE: SIMPSON STRONG TIE U.N.O. 3 CONCRETE: 2,500 P.S.I. @ 28 DAYS 4 MORTAR & GROUT: (fc) = 2,000 P.S.I. 5 STEEL: 20,000 P.S.I. (Fy=40,000 P.S.I. 6 MACHINE BOLTS: A307 GRADE NOTE: LARGER STRUCTURAL MEMBERS MAY BE SUBSTITUTED FOR THOSE SHOWN ON THE PLAN FOR ARCHITECTURAL REQUIREMENTS. THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY STRUCTURAL CHANGES TO THESE PLANS WITHOUT EXPRESS PRIOR WRITTEN APPROVAL OF THE SAID ENGINEER. THE SIGNING ENGINEERS SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE OR FAILURE OF THE EXISTING STRUCTURE OR DESIGN STRUCTURE FAILURE OR DAMAGE CAUSED BY THE EXISTING STRUCTURE. cm tic o »|k| ~ PROJECT:3 UNIT APARTMENT COMPLEX MR. AND MRS. AYOUB 218 PINE STREET CARLSBAD, CA 92Q08 5/4/01 ROOF LOADS ICONS. TILE) CONC. TILE ROOF 1/2" PLYWOOD ROOF TRUSSES @ 24" O.C. 1/2'GYP. BOARD INSUL/MISC. D.L LL (4:12 PITCH) ROOF LOAD FLOOR LOADS 2X@16"O.C. 3/4"T&G PLYWOOD 1/2" & 5/8" GYP BOARD MISC/INSUL. D.L LL FLOOR LOADS DESIGN LOADS 10.00 PSF 1.50PSF 3.00 PSF 2.50 PSF 2.00 PSF 19.00 PSF 16.00 PSF 35.00 PSF 3.40 PSF 3.00 PSF 6.00 PSF 2.60 PSF 15.00 PSF 40.00 PSF 55.00 PSF EXTERIOR WALL LOADS 7/8" STUCCO 2X4® 16" O.C. 1/2" GYP BOARD INSUL/MISC. 10.00 PSF 1.50 PSF 2,50 PSF 2.00 PSF EXT. WALL LOAD 16.00 PSF INTERIOR WALL LOADS 2-1/2" GYP BOARD 5.00 PSF 2X4 @ 16" O.C. 1.50 PSF INSUL/MISC. 1.50 PSF INT. WALL LOAD DECK LOADS 8.00 PSF D.L. LL 20.00 PSF 60.00 PSF DECK LOADS 80.00 PSF ft* Seismic Loads: Static D*»Jgn Procedure Active Near Fault * Source Zone Data Soil Type: Sd Fault Type: B Near Source Distance: 5km> 10 km Seismic Zone: 4 Design Base Shear = V V = Cv1 W R T (UBC 3(W) 1 a 1.0 (Standard Occupancy Structure - Table 16-K) R = 5,5 Ordinary Braced Frame - Table 16-N) T*Ct(hn).75 (UBC 30-8) Ct = 0.02 (UBC Section 1630.2.2, Method A) hn = 22.0 (Story height, BuUidng height) T « 0.02 x (22.0)75 = 0.20 Sec. Cv (Seismic Coefficient - Table 16-R) Soils Type Sd Seismic Zone Factor Z = 0.4 (Seismic Zone 4) Cv = 0.64 Nv Nv (Near Source Factor as Per Table 1 6-T) Seismic Source: Type B Closest Distance to Known Seismic Source . 5.0 Km Nv = 1.00 (10 Km +) From nearest Rose Canyon Fault Cv* 0.64x1. 0 = 0.64 » 0.64x1.0 = 0.582 W (UBC 30-4) R T 5.5x0.20 The total Base shear need not exceed the following: V * 2.5 Ca I W {UBC 30-5) R Ca = Seismic Coefficient (Table 16-Q) For Table 16- Q: Soils Type * Sd Therefore CA * 0.44 Na Na = Near Source Factor as per Table 16-S Seismic Source Type B Distance to Known SeismtcSource . 5.0 Km Na-1.00 CA = 0.44x1. 00 = 0.44 V«2.Sx0.44x1 W = 0.200 (UBC30-S) 5.5 TOTAL Design Base Shear shall not be less than: V = 0.11 CAI W-0.11 x 0.44 x LOW = 0.48 (UBC 30-6) For Seismic zone 4, total seismic Base Shear shall not be less than: VsQ.8ZNvl WgQ.BxO.4x1.OOW » 0.056 (UBC 30-7} R 5.5 Therefore for Allowable Stress Design: V = 0.200/1.4 » 0.142 W Seismic Fore* on Component* of Structure: Fp » goxCaxlD (1 •*• hxj Wp (UBC 32-2) Rp hr Fp shall be not less than 0.7 x Ca x Ip x Wp Fp Shall be not more than 4.0 x Ca x tp x Wp ap -Numerical Coefficient = 1.00 Table 16-0 Ca = Seismic Coefficient = 0.44 Table 16-Q Ip = Importance Factor = 1.00 Table 16-K Rp • Numerical Coefficient = 3.00 Table 16-O hr = Story height hx = Wall height at Maximum Moment FD = 1.0x0.44x1.0 f1 *3x 12 ) =0.42 3 24 Therefore for Allowable Stress Design Fp-0.37/1.4* 0.26 W USE: Fp»0.30 LATERAL ANALYSIS: WIND-BASE SHEAR: 70 MPH, EXP C PROJECTED AREA METHOD p a Ce Cq qs Iw P = 1,3 (12.5X1.06X1.0) » 17.4 PSF 0 -15' P * 1.3(12.6X1.13X1-0) * 18.5 PSF 15-20' P= 1.3(12.6)(1-19)(1.0) * 19.5 PSF 20-25' P= 1,3(12.6)(1.23)(1.0) * 20.1 PSF 25-30' P= 1.3(12.8X1.31X1.0) = 21.5PSF 30-40' UPLIFT « 7(12.6)(1.31)(1.0) = 11.6 PSF 4/4 8 VERTICAL LOAD ANALYSIS PROJECT; AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 82008 DATE:5/4/01 TILE ROOF = FLOOR* STAIRS = 35.00 55.00 0.00 E>CT.WALL INT. WALL' 18.00 6.00 80.00 ROOF MEMBERS: R-HDR = ROOF HEADER, R-JST = ROOF JOIST, R*BM = ROOF BM R-TRUSSES: ROOF INT. WAL EXT.WAL FLOOR DECK 2.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. SPAN Fv Fb E 0.00 PS1 95.00 PSI 1125.00 PSI 1700000 PSI P.S.I. 70.00 DEF. 0.00 MX 0.00 0.00 REQ'D,A= 0.00 SX= 70.00 \ = 0.00 IN. MAX 0.00 IN. # 0.00 IN.A2 < 0.00 IN.*3 < #OM01 IN.M 0.00 IN/2 0.00 1N.A3 0.00 IN.M b=0.00 0.00 USE: TRUSS CALCULATIONS BY OTHERS R_- HDR 1.3-5.27 ROOF INT. WAL EXT.WAL FLOOR DECK 14.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. SPAN = Fv Fb £ 4.00 FT 95.00 PSI 925.00 PSI 1700000 PS) P.S.I. 490.00 DEF. 0.00 MX 0.00 0,00 REQ'DA* 0.00 490.00 0.13 IN. MAX 11760 IN. # 11.93 IN,A2 < SX= 12.71 IN.A3 I - 12.45 IN.A4 3.50 5.50 USE;4X6D.F.#2ORBETTER 19.25 W/2 17.65 IN.A3 48.53 IN.M R- HOR 2 & ROOF INT. WAL EXT.WAL FLOOR DECK P SPAN = Fv Fb E 25 14.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 2450.00 LBS. 4.00 FT 95.00 PSI 925.00 PSI 1700000 PSI P.S.I. 490.00 DEF. 0.00 MX 0.00 0.00 REQ'D.A* Q.OO SX= 490.00 t = 0.13 IN. MAX 11760 IN. # 15.47 IN.A2 < 12.71 IN.A3 « 12.45 IN.M « b= 0.00 d= 0.00 0.00 IN/2 0.00 IN.A3 0.00 IN.M USE: SEE POINT LOAD CALCS. ATTACHED PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 5/10/01 SIMPLE BEAM WITH POINT LOAD ROOF HEADERS 2 & 26 P = w= L ~ Ip = hw = Fv = Fb - E= 2450.00 IBS 490.00 PLF 4.00 FT 2.00 FT 4.00 FT DEFLN = MX MOM= REQ. A= REQ. SX= REQ. ! = 0.13 IN. MAX. 41 160.00 )N/# 34.82 IN. A2 44.50 IN. *3 62.26 in. A4 < < < 95.00 PSI 925.00 PSI 1700000.00 PSI 39.38 IN, A2 73.83 IN. A3 415.28 IN. M 3.50 in. 11.25 in. USE:4X12D.F.#2ORBETTER R-HDR 6 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN * Fv Fbe R-HDR 7-9. ROOF INT WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E R-HDR 10 ROOF INT. WAL EXT WAL FLOOR DECK P SPAN = Fv Fb E s 19.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. * 0.00 FT. * 10.00 FT 95.00 PSI 1000.00 PSI 1700000 PSI 16.17.19.20421 19.00 FT. = 0.00 FT. = 0.00 FT. = 0,00 FT. = 0.00 FT. = 4.00 FT 95.00 PSI 925.00 PSI 1700000 PSI 19.00 FT. * 0,00 FT. = 0.00 FT. = 0.00 FT. = 0,00 FT. = 3325.00 LBS. 5.50 FT 95.00 PSI 925.00 PSI 1700000 PS! R-HDR 11-14 22 -25.30 & 31 ROOF INT, WAL EXT.WAL FLOOR DECK SPAN * Fv Fb E 6.00 FT. = 0.00 FT. * 0.00 FT. = 0.00 FT. = 0.00 FT. = 4.00 FT 95.00 PSi 925.00 PSi 1700000 PS! P.S.I. 665.00 DEF. 0.33 IN, MAX 0.00 MX 99750 IN. ft 0.00 0.00 REQ'D,As 40.91 IN.A2 < 000 SX= 99.75 IN.A3 < 665.00 l = 264.04 IN.M < b= 3.50 d= 13.25 USE: 4Xl4D.F.*1ORBETTgROR 6X12 D.F. ft1 OR BETTER P.S.I. 865.00 DEF. 0.13 IN. MAX 0.00 MX 15960.00 IN. ft 0.00 O.QO REQ'OA* 16.19 IN.A2 < 0.00 SX= 17.25 1N.A3 « 665.00 l= 16.90 IN.M - b* 3.50 <1= 5.50 USE; 4X6 D.F. ft2 OR BETTER P.S.I. 665.00 DEF 0.18 IN. MAX 0.00 MX 30174.38 IN. ft 0.00 0.00 REQ'D.A= 28.88 IN.A2 < OQ2 SX= 32.62 iN.A3 - 665.00 I = 43.93 IN.M * b= 0.00 d= 0.00 46.38 IN.A2 102.41 IN.A3 678.48 IN.M 19.25 IN A2 17.65 IN.A3 48.53 IN.M 0.00 IN.A2 0.00 tN/3 0.00 IN.M ft ^^USE: SEE POINT LOAD CALCS. ATTACHED ^ P.S.I. 210.00 DEF 0.13 IN. MAX 0.00 MX 5040 IN. ft 0.00 0.00 REQ'D,A= 5.66 IN.A2 < O.QO SX= 5.45 IN.A3 * 210.00 I = 5.34 IN.M * t>= 3.50 d= 3.50 USE. 4X4 D.F. #2 OR BETTER 12.25 IN.A2 7.15 IN/3 12.51 IN.M ( PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 5/10/01 SIMPLE BEAM WITH POINT LOAD ROOF HEADER 10 P = 3325.00 LBS w= 665.00 PLF L = 5.50 FT Ip a 1.00 FT Iw = 5.50 FT Fv = 95.00 PSI Fb = 925.00 PSI E= 1700000.00 PSI DEFLN = MX MOM= REQ. A= REQ. SX= REQ. l = 0.18 IN. MAX. 85036.88 IN/# 55.13 IN. A2 91.93 IN. A3 171.73 in. A4 63.25 IN. A2 121.23 IN. A3 697.07 IN. A4 5.50 in. 11.50 in. USE:6 X 12 P.P. #2 OR BETTER R-HDR 15 ROOF INT.WAL EXT.WAL FLOOR DECK SPAN « Fv Fb E R.HPR 16A ROOF INT. WAL EXT.WAL FLOOR DECK SPAN ' Fv « Fb E 6.00 FT. = 0.00 FT. » 0.00 FT. * 0.00 FT. * 0.00 FT. « 13.33 FT 95.00 PS) 925.00 PSI 1700000 PSI 19.00 FT. = 0.00 FT. * 0.00 FT. * 0.00 FT. * 0.00 FT. « 6.00 FT 95.00 PSI 1000.00 PSI 1700000 PSI R.HDR18&28 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E 19.00 FT. * 0.00 FT. s 0.00 FT. * 0.00 FT. * 0.00 FT. s 5.00 FT 95.00 PSI 925.00 PSI 1700000 PSI P.S.L 210.00 OEF Q.44 IN. (MAX 0.00 MX 55972.00 IN. # 0.00 0.00 REQ'D,A* 16.99 IN *2 < Ofifi SX- 60.51 IN.A3 « 210.00 I = 197.50 IN.*4 < b* 3.50 d« 11.25 USE: 4X12 D.F. « OR BBTTgR P.S.I. 665.00 OEF. OJ20 IN. MAX 0.00 MX 35910 IN. # 0.00 0.00 REQ'O.A* 23.41 IN.A2 < 0.00 SX* 35.91 IN/3 - 665.00 1 » 57.03 IN.M * b* 3.50 d« 9.25 USE: 4X10 D.F. tl OR BETTER P.S.I. 665.00 DEF. 0.17 IN. MAX 0.00 MX 24937.50 IN. # 0.00 0.00 REQ'D,A= 19.91 IN.A2 < 0.00 SX= 26.96 1N.*Q * 865.00 1 = 33.01 IN.M « b» 3.50 d» 7.25 USE; 4 X 8 P.P. ff2 OR BETTER 39.38 IN/2 73.83 IN/3 415.26 IN.M 32.38 IN.A2 49.91 IN/3 230.84 IN.M 26.38 IN/2 30.66 IN. ^3 111.15 IN.M VERTICAL LOAD AMALY8M PROJECT: AYOU8 APARTMENTS 216 PME STREET CARLSBAD, CA 92008 DATE:5/4/01 TILE ROOF = 35.00 FLOOR LOAD * 55.00 STAIRS = 0.00 EXT.WALL » 16.00 INT. WALL = 8.00 DECK= 80.00 DECK MEMBERS: D-HDR (DECK HEADER). D-BM (DECK BEAU). ETC. F- JOIST TYP. ROOF 0,00 FT. = INT. WAL 0.00 FT. = EXT.WAL 0.00 FT. = FLOOR 1.33 FT.» DECK JLfifi FT. * SPAN * 21.00 FT Fv = 95.00 PSl Fb * 1150.00 PSt E = 1700000.00 PSt F - HDR 1 ROOF 14.00 FT. = INT. WAL 0.00 FT, = EXT.WAL 9.00 FT, = FLOOR 15.00 FT. = DECK OJ3Q FT. = SPAN = 10.00 FT Fv * 290.00 PSl Fb » 2900.00 PSl E - 2000000 PSt F - HDR 2 ROOF 14.00 FT. = INT. WAL 0.00 FT. = EXT.WAL 9.00 FT. = FLOOR 15.00 FT. = DECK OJ2Q FT. = SPAN - 15.67 FT Fv = 290.00 PSl Fb * 2900.00 PSl E = 2000000 PSl P.S.I. 0.00 OEF. Q.70 IN. MAX 0.00 MX 46369 IN. * 0.00 73.15 REQ'D,As 10.85 IN/2 < Q.OQ SX= 42.08 IN.A3 < 73.15 l= 268.98 1N.M * b« 1.60 d* 13.25 19.88 IN/2 43.89 IN/3 290.78 IN.M USE: 2X12 D.F. #1 OR BETTER KB 12" O.C. OR 2 X 14 D.F. #1 OR BETTER I QR 11 7/8 TJI X 28 a 1«" Q.C. P.S.I, 490.00 DEF. 0.50 IN. MAX 0.00 MX 218850 IN. # 144.00 825.00 REQ'D,A= 30.26 IN.A2 < OJiQ SX= 75.47 IN.*3 - 1459.00 I = 328.28 IN.M - b= 3.50 d* 11.88 USE: a 1/T X 11 7W PARALLAM P.S.I. 490.00 DEF 0.78 IN. MAX 0.00 MX 537384 IN. # 144.00 825.00 REQ'D.A' 47.81 1N.*2 < 0.00 SX= 185.30 IN.A3 < 1459.00 l» 1263.12 IN.M < b* 3.50 d« 16.00 USE: 3 1/2" X 18" PARALLAM f 18" O.C. 41.56 1N.A2 82.26 IN.A3 488.41 IN.M 63.00 IN *2 189.00 IN.A3 1701.00 IN.M F - HDR 3 & 4 ROOF INT. WAL EXT.WAL FLOOR DECK 0.00 FT. = 0.00 FT. = 9.00 FT. = 14.00 FT. = QJX1FT.* P.S.I. 0.00 DEF. 0.00 MX 144.00 770.00 REQ'D,A« Q.QQ SX« 0.27 IN. MAX 87744 IN. » 44.20 IN.A2 < 94.86 (N.*3 < 61.88 IN/2 116.02 W.*3 SPAN Fv Fb E 8.00 FT 95.00 PSI 925.00 PSI 1700000 PSI 914.00 USE: I» 185.81 IN.M - 662.59 IN.M b» d» 5.50 11.26 6 X 12 P.P. *2 OR BETTER F - HDR 5. 5A. ROOF INT. WAL EXT.WAL FLOOR DECK 7&7A 0.00 FT. * 9.00 FT. * 0.00 FT. = 2.00 FT. =oflQFT. = P.S.I. 0.00 DEF. 72.00 MX 0.00 110.00 REO'D,A« 0.00 SX* 182.00 I * 0.53 IN. MAX 69888 IN. # 20.30 IN.A2 < 69.89 IN A3 < 296.00 IN.M < 39.38 IN.A2 73.83 IN/3 415.28 IN.M SPAN Fv Fb E 16.00 FT 95.00 PSI 1000.00 PSI 1700000 PSI USE: b»3.50 11.25 4X12 D.F. »1 OR BETTER F-BM1.2&3 ROOF INT. WAL EXT.WAL FLOOR DECK P.S.I. 0.63 IN. MAX 639 IN. # 19.00 FT. 0.00 FT. 9.00 FT. 2.00 100.00 IBS 19.00 FT 290.00^1 290fXjOPSI 000 PSI 0.00 IN/2 0.00 IN.A3 0.00 IN.M USE: 0.00 0.00 SEgPQtMTLOAO CALCS, ATTACHED F - HDR 8 & 9 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv 0.00 FT. = 9.00 FT, * 0.00 FT, = 2.00 FT, * 0.00 FT * 4.00 FT 95.00 PS! P.S.I. 0.00 DEF 72.00 MX 0.00 110.00 REQ'DA'- 0.00 SX» 182.00 I = 0.13 IN. MAX 4368 IN, * 4.43 IN *2 < 4.72 IN.A3 < 4.62 IN.M < b= 3.50 d« 5.50 19-25 IN *2 17.65 IN.A3 48.53 IN.M Fb E 925.00 PSI 1700000 PSI USE:4 X 6 D.F.#2 OR BETTER PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 5/10/01 SIMPLE SEAM WITH POINT LOAD FLOORBEAMS1.2&3 126.00 IN. A2 378.00 IN 3402.00*4 7" X 18TARALLAM F - HOR 1Q ROOF INT. WAL EXT.WAL FLOOR DECK SPAN « Fv » Fb E F-HDRS11 ROOF (NT. WAL EXT.WAL FLOOR DECK SPAN * Fv Fbe 6.00 FT. - 0.00 FT. * 9.00 FT. » 7.00 FT. = O.OQ FT. = 4.00 FT 95.00 PSI 925.00 PSI 1700000 PSI ft 12 6.00 FT. = 0.00 FT. = 9.00 FT. = 7.00 FT. = Q.OQ FT. = 6.00 FT 95.00 PSI 925.X PSI 1700000 PSI F-HDR12A ROOF INT WAL EXT.WAL FLOOR DECK SPAN = Fv * Fb =< E F-13&14 ROOF INT. WAL EXT WAL FLOOR DECK SPAN = Fv = Fb E 0.00 FT. » 9.00 FT. = 0-00 FT. = 17.00 FT. = Q.QO FT. * 5.50 FT 9S.OO PSI 1000.00 PSI 1700000 PSt 19.00 FT. = 0.00 FT. * 9.00 FT. = 2.00 FT. = O.OD FT, a 3.00 FT 95.00 PSI 925.00 PSI 1700000 PSI P.S.I. 210.00 DEF. 0.00 MX 144.00 385.00 REQ'DA' &QQ SX= 739.00 I = 0.13 IN. MAX 17736 IN.# 16.29 IN.A2 < 19.17 IN/3 « 18.78 IN.A4 « b- 3.50 d« 7.25 2S.38 IN/2 30.66 IN/3 111.15 IN.M USE: 4X8 D.F. #2 OR BETTER P.S.I. 210.00 DEF. 0.00 MX 144.00 385.00 REO'DA* OJX) SX= 739.00 I = USE: 4 X 10 D.F. P.S.I. 0.00 DEF. 72.00 MX 0.00 935.00 REQ'D,A: O.OQ SX= 1007.00 I = USE: 4 X 10 D.F P.S.I. 665.00 DEF 0.00 MX 144.00 110.00 REQ'D,A* 0.00 SX= 919.00 I = USE: 4X6 D.F. 0.20 IN. MAX 39906 IN. # 26.01 IN/2 < 43.14 IN.A3 « 63,38 IN *4 * b« 3.50 d- 9.25 #2 OR BETTER 0.18 IN. MAX 45693 IN. # 31.471N.A2 < 45-69 IN/3 < 66.52 IN.M < t>* 3.50 d- 9.25 .#1 OR BETTER 0.10 IN. MAX 12407 IN. # 15.12 IN/2 < 13.41 IN.*3 « 9-85 IN.M « b= 3.50 d* 5.50 #2 OR BETTER 32.38 IN.*2 49.91 IN/3 230.84 EN.M 32.38 IN.A2 49.91 IN/3 230.84 IN.M 19.25 IN.A2 17.65 IN."3 48.53 IN.M F-HDR1S ROOF IMT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E 6.00 FT. 0.00 FT. 9.00 FT. 9.00 FT. OflQFT. 7.00 FT 95.00 PS1 925.00 PSI 1700000 PSI P.S.I. 210.00 DEF. 0.00 MX 144.00 495.00 REQ'D,A* 0.00 SX« 849.00 0.23 IN. MAX 62402 IN- # 34.35 IN.*2 < 67.46 IN/3 < 115.63 IN.M < 39.38 1N.A2 73.83 IN.A3 415.28 IN.M USE: b* 3.50 d« 11.25 4X12 P.P. #1 OR BETTER F - HDR 16 ROOF INT. WAL EXT.WAL FLOOR DECK 14.00 FT. = 0.00 FT. = 9.00 FT. = 10.00 FT. = 0.00 FT. * P.S.i. 490.00 DEF. 0.00 MX 144.00 550.00 REQ'D,A= fiLQQ SX= 0.50 IN. MAX 177600 IN. # 24.56 IN/2 < 61.24 IN.A3 < 41.56 W.A2 82.26 IN/3 SPAN = Fv Fb = E 10.00 FT 290.00 PSI 2900.00 PSI 2000000 PSI 1184.00 l= 266.40 IN.M < 488.41 IN.M b* 3.50 d* n.ee USE: 3 1/2" X 11 7/8" PARALLAM •T»R. 6* - 8/2. I* : *i x. t * jO -TO f?w- 1fc- : il P^*d7 „ 2. flf A I 6. 4* 5* O r-r P^-e (..ve • 5-5-4 - 3 W. ,070- , U MAX. l^ , . /U*v ' 7 A: l rr^ r*-, L *. r - - z.. WD H S uwf t» ffi.* I \ P*F . 4 - . .ex7~r- 41, V*' jo* jr 3- e. - \ g, X? C fa FT 4 s A a. o o ** 0 — \\--2-2- X3- S 4- X, 2x 4" 12- LATERAL FORCE ANALYSIS PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 DATE:5/4/01 WEIGHT OF: CON TILE ROOF FLOOR = CONG. WALL = HEIGHT OF: EAVE = FLOOR = BASE = 20.00 FT. 10.00 FT. 0.00 FT. 19.00 PSF 15.00 PSF 0.00 PSF H3 h2 hi EXT. WALL = INT. WALL = BALCONY = 20.00 FT. 10.00 FT. 2.50 FT. FORCES: LONGITUDINAL FLOOR AT ROOF: SEISMIC LENGTH NUMBER */SF ROOF 77.00 1.00 19.00 EXT WALL 4.50 2.00 16.00 INT. WALL 4.50 4.00 8.00 0.174 0.174 0.174 TOTAL WIND: AT FLOOR: FLOOR EXT WALL INT. WALL BALCONY CONC.WALL WIND: HEIGHT: 13.00 SEISMIC LENGTH 74.00 5.00 5.00 0.00 0.00 HEIGHT: 10.00 #/S.F. 22.00 NUMBER 1.00 2.00 4.00 0.00 0.00 HtfS.F. 22.00 */SF 15.00 16.00 8.00 20.00 0.00 V*Cv1/RT»W 0.174 0.174 0.174 0.174 0.174 TOTAL AT BASE: SEISMIC 16.00 PSF 8.00 PSF 20.00 PSF 77.00 FT. 74.00 FT. 254.56 25.06 25.06 304.67 #/FT. 286.00 #/FT. 220.00 LENGTH NUMBER */ SF V«Cv1/RT*W FLOOR 0.00 0.00 15.00 0.174 EXT. WALL 5.00 INT. WALL 5-00 CONC.WALL 0.00 WIND: HEIGHT: 5.00 2.00 4.00 0.00 #/S.F 22.00 16.00 8.00 0.00 = 0.174 0.174 0.174 TOTAL #/FT 0.00 27.84 27.84 Q.QQ 55.68 110.00 #/FT. #/FT. PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 DATE:5/4/01 LATERAL FORCE DISTRIBUTION FORCES: LONGITUDINAL FORCE/ACCUMULATED PLACE wx#FT hxR, (ixwxFTY MX % Wx#rtT Wx «FT AT ROOF AT FLOOR AT BASE 30467 248.82 110.00 20.00 10.00 2.50 6093.48 2488.20 275.00 0.69 0.28 0.03 456.49 - 1.86.40 20.60 456.49 642.89 663.49 663.49 8856.68 1.00 663.49 LATERAL FORCE ANALYSIS PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 WEIGHT OF: CON TILE ROOF = FLOOR = CONG. WALL = HEIGHT OF: 19.00 PSF 15.00 PSF 0.00 PSF DATE;5/4/01 EXT. WALL = INT. WALL = BALCONY « 16.00 PSF 8.00 PSF 20.00 PSF EAVE = FLOOR = BASE = 20.00 FT. 10.00 FT. 0.00 FT. h3 = h2 = hi = 20,00 FT. 10.00 FT. 2.50 FT. FORCES: TRANSVERSE AT ROOF: SEISMIC LENGTH ROOF EXT. WALL INT. WALL WIND: AT FLOOR: FLOOR EXT. WALL INT. WALL BALCONY CONC.WALL WIND: 38. 4. NUMBER 00 50 4.50 HEIGHT: 14.00 1. 2. 2. */S.F. 22. ,-ffS.F 00 00 00 ,00 19. ROOF = FLOOR * 38.00 FT. 36.00 FT. V«Cv1/RT=W #/FT 00 16.00 8.00 a 0. 0. 0, 174 174 174 TOTAL 125.63 25.06 12.53 163.21 308.00 #/FT. #FT. SEISMIC LENGTH 36 NUMBER #/SF .00 9.50 9 0 0 .50 .00 .00 HEIGHT. 10.00 1 2 .00 .00 2.00 0.00 0 #/S.F. .00 15 16 8 20 0 .00 .00 ,00 .00 .00 V=Cv1/RTsW 0 0 .174 .174 0.174 0.174 0.174 TOTAL 22.00 = #/FT 93.96 52.90 26.45 0.00 0.00 173.30 220.00 #/FT. #/FT. AT BASE: SEISMIC LENGTH NUMBER FLOOR EXT. WALL INT. WALL CONC.WALL WIND: Q.OQ 5,00 5.00 0.00 HEIGHT. 5.00 0.00 2.00 1.00 0.00 #/S.F. 22.00 15.00 16.00 8.00 0.00 V»Cv1/RT»W 0.174 0.174 0.174 0.174 TOTAL WFT. 110.00 #/FT. 2S PROJECT: AYOUB APARTMENTS DATE: 5/4/01 218 PINE STREET CARLSBAD, CA 92008 LATERAL FORCE DISTRIBUTION WIND GOVERNS: DISTRIBUTION FOR INFORMATION ONLY FORCES: TRANSVERSE FORCE/ACCUMULATED PLACE wxiWFT hxFT. hxwxFT# MX % WxWFT Wx «FT AT ROOF AT FLOOR AT BASE 308.00 173.30 110.00 20.00 10.00 2,50 6160.00 1733.04 275.00 0.75 0.21 0.03 445.94 125.46 19.91 445.94 571.40 591.30 591.30 8168.04 1.00 591.30 PROJECT: AYOUB APARTMENTS 218 PfNE STREET, CARLSBAD. CA DATE:5/4/01 2ND FLOOR SHEAR WALLS COMPONENT DgAO LOADS: ROOF- FLOOR - EXT WALL- INT WALL- BALCONY - CON.WALL- 19.00 PSF 16.00 PSF 16.00 PSF 6.00 PSF 20.00 PSF 0.00 PSF «"•"»_.. *•' Ttmuea M " 10.00 AT ROOF- h2= 20.00 AT2-FLR- h3- 2.50 AT BASE- "••"- iMnmnam. 466.49 <*m> 186.40 <IWH) 20.60 (B-FH) LONOITUDINAL UtttEl TOTAL WALL <TVA * LENGTH OF SHEAR WALL (LI) < TRIBUTARY AREA (T> « MIN PANEL WIDTH IMPW) - SHEAR - «R-FH*<F-FH))i T/L1 52.00 FT 24-00 FT 10.60 FT 4,00 FT 199.71 *FT ROOF* FLOOR' INT WALL- EXT WALL" BALCONY» C.WALL = 14.00 FT 0.00 FT 0.00 FT. 9.00 FT 0.00 FT 0.00 FT. 266.00 0.00 0.00 144.00 0.00 0.00 TOTAL O.L. =410.00 PLATE FORCES/ANCHOR - f HF-H+2F-FHJX TffTW) « NAILING USE. 2 X PLATE WMM NAH.S ® ANCHOR USE 2 X PLATE W/ 1ST)1A. X 10" A B @ 5«"OIA KKTAB.Q MINIMUM EMBEDMENT 7" INTO CONCRETE UPJ-IFJOOVyNTHgUST 0 T M » R-FHxTxMPW/L2xh1 - R.M, > P1»**PW*^2 * NET UPLIFT « OTM-RWMPW - HOLDOWNUSE .M8JLU 13Q«FT 13 IN Q C STAGGER£0 S3 W O.C. OR 104 IN O.C. 7989 WFT 2788<tfFT 1300 *FT PI « TOTAL DUt 85 »349 * 10 FT I ONE SIDE FORCE AT ROOF 798.8575 # UPLIFT/DOWNTHRUST 1300 * MPW =4 FT. LONGITUDINAL UMB2 TOT«. WALL (TW) « LENGTH OF SHEAR WALL <L1)• TRIBUTARY AREA (T) » INN. PANEL WIDTH (MPW) * SHEAR • «R-FH*iF-FHi* T/L1 18.00 FT. 18.00 FT 18.00 FT. 18.00 FT 513.55 tHFT ROOF* FLOOR- (KTWALL- EXT.VMLL- BALCONY* C.WALL - 2.00 FT. 0.00 FT 9.00 FT 0.00 FT 0.00 FT 0.00 FT 38.00 0.00 72.00 0.00 0.00 0.00 TOTAL D.L.110.00 PLATE FORCES/ANCHOR - (RF-H+2F-FHJX T«TW) = NAILING USE: 2 X PLATE VW1«d NAILS O ANCHOR USE: 2XPLATE WM/2f>tA. X 10" A.B. 0 WDIA.X1CTA.B.Q MINIMUM EMBEDMENT T INTO CONCRETE UPLIPT/OOWNTHRUST 643 MH- 4 IN O.C. STAGGERED 1Z IN O.C. OR 21 IN. o.c HOLOOVmuSE. O.T.M. R.M. « P1»MPW»2/2 » NET UPLIFT * OTU-RMMPW IMT4JVW4X4 82168 «CT 11968 INFT 4388 MFT P1 » TOTAL DU-flS 94 * 10 34 ONE SIDE R-FHxTxMPVWLl « FORCE AT ROOF 6216.82 t UPLIFT/DOWNTHRUST " 4388 * Uttl MPW*16 FT. TRANSVERSE UNE3 TOTAL WAU(TW) • LENGTH OF SHEAR WALL <LD TRIBUTARY AREA <T) * MW PANEL WIDTH (MPW) - SH6AR ««R-FH*<F.F H)x T/L1 36.00 FT 30.00 FT 18.00 FT 30.00 FT 184.80 ROOF* FLOOR" INTWALL* EXT WALL- BALCONY- CWALL - TOTAL O.L« UggPAWL 2.00 FT 0.00 FT. 9.00 FT 0.00 FT 0.00 FT. 0.00 FT lEAQLSHE 38.00 0.00 72.00 0.00 0.00 0.00 110.00 E PLATE FORCES/ANCHOR - (RF-H+2F-FHJX T/(TW) « NAHJNG USE 2 X PLATE VW1M NAILS Q ANCHOR USE 2 X PLATE VW1/7THA X 1(T AS. Q 5/B-DIAX1CTAB «J P*NtMUM EMBEDMENT T INTO CONCRETE 241 ItfFT il W.OC. STAGGERED 5fi IN O.C. OR fi2 >H O.C. UPLIFT/DOWNTHRUST HOLDOWN USE. O.T M « R-FHxTj«PWyL2xh1 R.M. - P1XMPW2/2 » NET UPLIFT > .M8E1K 55440 WFT 42075 «rr 446*/FT PI « TOTAL DLx.85«94 * 10 FT 1 EACH SIDE R-FHxTuMPVWLI » FORCE AT ROOF 5544 * UPLIFT/DOVWTHRUST » 446 * U2E; nan ft 30 FT. TRANSVERSE UHE4 TOTAL WAU(TW) « LENGTH OF SHEAR WALL (LI)i TRIBUTARY AREA CO * MM. PANEL WIDTH <MPW)« SHEAR • ((R-FH-MF-FHlx T/L1 17.00 FT 16.00 FT 19.00 FT 16.00 FT 365.75 ROOF* FLOOR- MT.WALL- EXT.WAU- BALCONY- C.WALL - 2JOOFT 0.00 FT 9.00 FT. 0.00 FT 0.00 FT 0.00 FT 38.00 0.00 72.00 0.00 0.00 0.00 TOTAL 00. «110.00 9 OMg BIDE PLATE FORCES/ANCHOR - iRF-H+aF-FHiX T/fTW)« NAILING USE: 2 X PLATE VW16d NAILS Q ANCHOR USE. 2X PLATE WM/TOtA. X 10" A.B O WOIA-XUTAB-C MINIMUM EMBEDMENT r TNTO CONCRETE UPLIFT/DOWNTHHUST O.TM. » R-FHxTxMPW/Utfil « R.M. * < NET UPLIFT' HOLDOWN USE. MSTlrt 538 MT 5 W O.C. STAGGERED 22 IN. o c OR 2fi IN. O.C. 11968 WFT 2910 IWFT P1 > TOTAL DU.85 »94 * 10 FT t ONE SIDE R-FHxTxMPW/LI « FORCE AT ROOF 5852 * UPtlFT/DOWNTHRUST * 2910 * USE: MPW 16 FT. TRANSVERSE LJMgg TOTAL WALL(TW) « LENGTH OF SHEAR WALL (LI)' TRIBUTARY AREA (T) » MM PANEL WIDTH (MPW) - SHEAR 22.00 FT 7.00 FT 8.00 Ft 3.00 FT 352.00 *iFT FV.P ROOF- FLOOR- INT WALL- EXTWAU- BALCONY- C.WALL > 6.00 FT. 0.00 FT. 0.00 FT. fcOO FT. 0.00 FT 0.00 FT. «FT- 114.00 0.00 0.00 144.00 0.00 0.00 TOTAL O.L.-258.00 SQffiADE PLATE FORCES/ANCHOR «(RF-H+2F-FH)X T^TWl = NAILMO USE: 2 X PLATE VW16d NAILS Q ANCHOR USE: 2XPIATEW1KTDIA, X 1CTA.B. MINIMUM EMBEDMENT T INTO CONCRETE UPLIFT/DOWNTHRUST. O.T-M. » R-FHxT«MPVWL2Kht » R.M >P1xMPW2/2« NET UPLIFT « OTM4IMWPW « HOLOOWN USE. 219 175 MFT 15 IN O.C. STAGGERED Qfi IN O.C. OR 86 M O.C. 10560 «FT 987 «FT 3191 WFT P1 « TOTAL DLx.fl5 » 10 FT ft ONE SIDE R-FHxTaMPW/LI "FORCE AT ROOF 1056 * UPLIFT/DOWNTHRUST « 3191 # USE: MPW 3 FT PROJECT: AYOUB APARTMENTS 218 PINE STREET, CARLSBAD, CA DATE:5/10/01 BASE SHEAR WALLS COMPONENT DEAD LOADS: HEIGHTS FT. FORCES FHMFT. LONGITUDINAL ROOF- 19.00 PSF FLOOR- 15.00 PSF EXT.WAU- 16.00 PSF INT.WALL- 8.00 PSF BALCONY- 20.00 PSF CON.WALL- 0.00 PSF LONGITUDINAL LJNE1 TOTAL WALL (TW) » LENGTH OF SHEAR WAa (L1) = TRIBUTARY AREA (T) - MIN. PANEL WIDTH (MPW) » SHEAR - ((R-FH+F-FH+B-FH)x T/L1 hi = 10.00 AT ROOF - h2= 20.00 AT2-FLR- h3= 2.50 AT BASE - FV«P 44.00 FT. ROOF - 41 .00 FT. FLOOR - 9.50 FT. INT.WALL- 6.00 FT. EXT.WALL- BALCONY- C.WALL - TOTAL D.L = 148.96 HWFT. USE PANEL 456.49 (R-FH) 186.40 (2F-FH) 20.60 (B-FH) 14.00 FT. 10.00 FT. 0,00 FT 19.00 FT. 0.00 FT. 0.00 FT 1 S ONE SIDE OR 7 QNEStPE WFT. 266.00 150.00 0.00 152.00 0.00 0.00 320.00 PLATE FORCES/ANCHOR - (RF-H*2F-FH+B-FH)X T/(TW> - NAILING USE: 2 X PLATE W/18d NAILS Q ANCHOR USE: 2 X PLATE W/ 1/2"DIA. X 10" A.B. Q 5/8-DIA.XKTA.8.O MINIMUM EMBEDMENT T INTO CONCRETE UPLIFTfDOWNTHRUST O.T.M. =(F1)Ch2/MPW>MF2xh1/MPWi* R.M. - PtxMPW^ = NET UPLIFT - OTM-RM/MPW - HOLDOWN USE: PAHD42 143 «FT. J2 IN. O.C. STAGGERED §5 IN. O.C. OR gg IN. O.C. 1490 «FT. 4896 «FT. 674 P1= TOTAL DU.85-272 # 10 h2 20 FT. FT. 15 ONE SIDE Ol I R-FHxTxMPW/L1 - FORCE AT ROOF - F1 634.6324 *FT. 2F-FHxTxMPW/L1 - FORCE AT FLOOR = F2 259.1415 «TT. UPUFT/DOWNTHRUST = USE: PAHD42 674 JWFT. MPW =6 FT. LONGITUDINAL TOTAL WALL (TW) - LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) » MM. PANEL WIDTH (MPW) - 14.00 FT. 14.00 FT. 10.00 FT. 6.00 FT. SHEAR - ((R-FH+F-FH+B-FH)x T/L1 459.21 «FT. FV»P ROOF- FLOOR" INT.WALL- EXT.WALL- BALCONY- C.WALL « TOTAL 01.. » USE PANEL 2.00 FT. 19.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 14 one SIDE «FT. 38.00 285.00 152.00 0.00 0.00 O.QQ 455.00 WAXFUAMMG PLATE FORCES/ANCHOR « <RF-H+2F-FH+B-FH)X T/(TW) » NAILING USE: 2 X PLATE W/16d NAILS ® ANCHOR USE: 2 X PLATE VW 1/TDIA. X 10" A.B. @ 5«' DIA. X 10" A.B. ® MINIMUM EMBEDMENT T INTO CONCRETE •/ . UPL1FT/DQWNTHRUST O.T.M. -(F1)cha!WPW)+(F2xh1/MPW)- R.M. - P1xMPW*2/2 - NET UPLIFT » OTM-RMWPW » HOLDOWN USE: HD5AWMX* 4J4WFT. 4 IN. O.C. STAGGERED \3_ IN. O.C. OR IN. O.C. 4592 WFT. 6962 WFT. 3432 P1 * TOTAL DL/.85 =387 # hi 10 20 FT. FT. 14 ONE SIDE R-FHxTxMPVWL1 « FORCE AT ROOF - F1 1956.386 WFT 2F-FHxTxMPW/L1 » FORCE AT FLOOR = F2 798.8571 «FT. UPLIFT/DOWNTWRUST » USE: HD8AWMX4 3432 JtfFT MPW 6 FT. LONGITUDINAL LIMB 3. 0 TOTAL WALL (TW) » LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) » MIN. PANEL WIDTH (MPW) « 5.33 FT. 5.33 FT. 10.00 FT. 2.67 FT. rv«P ROOF- ROOK- INT.WALL* EXT.WAU" BALCONY- C.WALL » 14.00 FT. 16.00 FT. 0.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. (WFT. 266.00 225.00 0.00 152.00 0.00 0.00 SHEAR • <(R-FH+F-FH+B-FH)x T/L1 1206.17 *FT. TOTAL D.L- USE PANEL HF9 395.00 32 HARDY FRAME PLATE FORCES/ANCHOR - <RF-H+2F-FH+B-FH)X T/fTW) - NAILING USE: 2 X PLATE W/16d NAILS Q ANCHOR USE: 2 X PLATE W/ 1/2"D1A. X 10" A.B. UPLIFT/DOWNTHRUST HOLDOWN USE: MINIMUM EMBEDMENT 7* INTO CONCRETE O.T.M. -<F1xh2*IPWWF2xh1>MPW)- NET UPLIFT " OTM-RM/MPW - 7/8" OIA. X 18" DEEP. MIM. EMBEDMENT 1S" 1 IN. O.C. STAGGERED g IN. O.C. OR g IN. O.C. 12062 «FT. 1197 *FT. 11613 *WFT. HARDY SQL P1 = TOTAL DU.85 = PER MFGRINSTRUCTTONS 336 # 10 20 FT. FT HF9-32 HARDY FRAI IE R-FHxTxMPW/L1 « FORCE AT ROOF « F1 2286.732 «FT. 2F-FHxTxMPW/L1 • FORCE AT FLOOR » F2 933.7486 *FT. UPLIFT/DOWNTHRUST •11613 WFT. USE: 7«" DiA. X 18* DEEP. MW. EMBEDMENT 15' HARDY BOLT PER MFGR INSTRUCTIONS 3 FT. TRANSVERSE UME3 TOTAL WALL (TO) - LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) » MIN. PANEL WIDTH (MPW) = SHEAR - «R-FH+F-FH+B-FH)x T/L1 24.00 FT. 24.00 FT. 20.00 FT. 24.00 FT. 401.08«FT. PLATE FORCES/ANCHOR » (RF-H+2F-FH+8-FH)X T/(TW) " NAILING USE: 2 X PLATE W/1M NAILS ® ANCHOR USE: 2 X PLATE W/ 1/TDIA. X 1(T A.B. FV-P ROOF« FLOOR" 1NT.WALL* EXT.WALL- BALCONY- C.WALL - TOTAL D.L- USE PAMEL 0.00 FT. 20.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 9 ONE SIDE WFT. 0.00 300.00 152.00 0.00 0.00 0.00 470.00 MINIMUM EMBEDMENT T INTO CONCRETE 493 «FT. 4 IN. O.C. STAGGERED 12 IN. O.C. OR 24 IN. O.C. UPLIFT/DQWNTHRUST O.T.M. -<F1xh2A4PWHF2xh1/MPW)' R.M. - P1xMPW»M - NET UPLIFT - CTM<RM/MPW « HOLDOWN USE: NOT REQUIRED P1 = TOTAL DL/.85 =400 # 10 h2 20 FT. FT. 9 ONE SIDE 4011 «FT, 115056 tMFT. -783 KtfFT. R-FHxTxMPWA.1 » FORCE AT ROOF « F1 6160 «FT. 2F-FHxTxMPW/L1 • FORCE AT FLOOR - F2 3466 *FT. UPLIFT/DOWNTHRUST -783 «FT USE:NOT REQUIRED 0 MPW'24 FT. TRANSVERSE TOTAL WALL fTW) • LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) « MM. PANEL WIDTH (MPW) * SHEAR - «R-FH+F-FH+B-FH)x T/L1 20.00 FT. 20.00 FT. 17.00 FT. 20.00 FT. 409.11 «FT FV«P ROOF- aooR- INT.WALL- EXT.WAU- BALCONY- C.WALL - TOTAL D.L» USEPAMEL 0.00 FT. 17.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. 0.00 FT- SOME SIDE KFT. 0.00 255.00 152.00 0.00 0.00 0,00 425.00 PLATE FORCES/ANCHOR «(RF-H+2F-FH+B-FHJX T/fTW)* NAILING USE: 2 X PLATE W/16d NATLS ® ANCHOR USE; 2 X PLATE W/ 1/2"DIA. X 10" A.B. ® 5/TDIA.XIO-A.B.^ MINIMUM EMBEDMENT T INTO CONCRETE UPLIFT/DOWNTHRUST HOLDOWN USE: O.T.M. -<F1xh2/MPW)+(F2xh1/MPW)- R.M. • P1xMPW*2/2 - NET UPLIFT » OTMJ?M/MPW = H02AW/4X* 503 H/FT. 1 IN. O.C. STAGGERED IS IN. O.C. OR 21 IN. O.C. 4091 WFT. 72250 *FT. 479 «T. PI * TOTAL DL/.85 361 # 10 h2 20 FT. FT. 9 ONE SIDE R-FHxTxMPW/L1 « FORCE AT ROOF « F1 5236 tt/FT. 2F-FHxTxMPW/L1 • FORCE AT FLOOR - F2 2946.1 «FT. MPW<20 FT UPLIFT/DOWNTHRUST HD2AW/4X4 9 479 *FT. TRANSVERSE UNEfi TOTAL WALLOW) » LENGTH OF SHEAR WALL (L1) < TRIBUTARY AREA (T) - MM. PANEL WIDTH <MPW) - 18.00 FT. 8.00 FT. 7.00 FT. 8.00 FT. SHEAR » <(R-FH+F-FH+B-FH)x T/L1 PLATE FORCES/ANCHOR «<RF-H+2F-FH+B-FH>X T/(TW) » NAILING USE: 2 X PLATE W/160 NAILS <Q ANCHOR USE: 2 X PLATE W/ 1/2DIA X 10" A.B- FV«P ROOF* FLOOR" INT.WALL- EXT.WALL- 8ALCONY- C.WAU • TOTAL D.L- U8E PANEL 6.00 FT. 7.00 FT. 0.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. • ONE SIDE WFT. 114.00 105.00 0.00 152.00 0.00 0.00 275.00 MINIMUM EMBEDMENT T TNTO CONCRETE UPLIFT/POWNTHRUST O.T.M. »(F1xh2/MPW)+(F2xh1/MPW)" R.M. - P1xMPW*2/2 - NET UPLIFT » OTM4*M/MPW - HOLDOWN USE: HD8AW/4X4 g IN. O.C. STAGGERED 41 IN. O.C. OR IN. O.C. 4211 «FT. 7480 «FT. 3276 P1» TOTAL DU.85 234 # hi 10 h2 20 FT. FT. 9 ONE SIDE 0.00 MPW 8 FT. R-FHxTxMPW/L1 - FORCE AT ROOF « F1 2156 WFT. 2F-FHxTxMPW/L1 - FORCE AT FLOOR - F2 1213.1 HtfFT. UPLIFT/DOWNTHRUST USE: 3276 #/FT. HDSAW/4X4 9. PROJECT: AYOUB APARTMENTS 215 PINE STREET. CARLSBAD. CA DATE:5/4/01 2ND FLOOR SHEARWALLS COMPONENT DEAD LOADS ROOF - 19.00 PSF FLOOR- 15.00 PSF EXT WALL- 16.00 PSF INT WALL- 8.00 PSF BALCONY. 20.00 P8F CON-WALL- 0,00 PSF TRANSVERSE UMEA HEIGHTS FT PORCCB M « 10.00 AT ROOF- h2« 20.00 AT2-FLR- h3« 2.50 AT BASE - m«PT TMMBUMM 308.00 (AM) 173.30 (3F-fH] 110.00(B^H) TOTAL WALL (TWt « LENGTH OF SHEAR WALL (LI) TRIBUTARY AR£A (T> » MM PANEL WIDTH IMFVW) « SHEAR « uR-FH*,F-FH)x M.1 28.00 FT 16.00 FT 14.50 FT 16.00 FT 279.13 ROOF* FLOOR* INT WALL- EXT WALL- BALCONY* C-WALL > 6.00 FT 0.00 FT 0.00 FT 9.00 FT 0.00 FT 0.00 FT 114.00 0.00 O.OQ 144.00 0.00 0.00 TOTAL O.L =258.00 PLATE FORCES/ANCHOR - (HF-H*ff-FHW T/fTW " HAHJNO USE 2 X PLATE WHW NAILS Q ANCHOR USE 2XPLATEW/1JITOIA XKTAB, Q 5rt-01A XKTAB, O MWIMUM 6MBEOMEHT T INTO CONCRETE 12 IN O.C STAGGERED 4fi IM O.C. OR 5fi IN O.C VJPUFTmOWMTHRUST HOLOOWN USE. O.T M. - «-FH)«T»MPWLi*i1 « R.M. « P1xW*W"2O > NETXJPL1FT « OTMAMMPW « M8T1M 44660 WFT 28070 «FT 1037 «FT P1 « TOTAL DLX.SS'219 # 10 FT I ONE SIDE R-FHxTxMPW/LI » FORCE AT ROOF 4466 * UPLIFT/OOWMTHRUST a 1037 * USE; 16 FT. LONGITUDINAL LOU TOTAL WALL(TW) • LENQTH OF SHEAR WALL (LI)' TRIBUTARY AREA (T) « MM PANEL W»TH <MPW» • SHEAR - UR-FH*tF-FH)x TIL1 32.00 FT 12.50 FT 14.00 FT 3.50 FT 31121 WFT TOTAL O.L» PLATE FORCES/ANCHOR • <RF-H+2F-FH)X TTTW) = NAILING USE. 2 X PLATE Wttd NAILS« ANCHOR USE. 2XPLATEW/1/2DU.X10-AB flj 5WDU.XHTAB. Q MMtMUM EMBEDMENT r INTO CONCRETE ROOF- FLOOR* INTWALL* QCT.WALL* BALCONY* C.WALL * 19.00 FT. 0.00 FT. 0.00 FT. 9.00 FT 0.00 FT 0.00 FT 361.00 0.00 0.00 144.00 0.00 0.00 505.00 liBHUBfi fi m. Q.C. STAGGERED 3ft IN O.C. OR 4fi IN. O.C. UPLIFJ/PQWNTHRUST O.TM. « R^H»T)*IPW/L2»ft1 = R.M - P1*tPW2/2 - NET UPLIFT > OTM-RMMPW > HOLDOWN USE: lgT4«H>4X4 17894 «FT 2629 «FT 4362 WFT pi * TOTAL DUBS •428 * nl « 10 FT H ONE SIM R-FHxTxMPW/L1 « FORCE AT ROOF 1789.441 * UPLIFT/DOWNTHRUST * 4362 * MPW'4 FT. LONGITUDINAL TOTAL WALL (TW) - LENGTH Of SHEAR WALL (L1) > MM. PANEL WIDTH (MPW) SHEAR 24.00 FT 16.00 FT 18.00 FT 16.00 FT 513.55 «FT PLATE FORCES/ANCHOR «(RF-H*2F-FH)X TflTW)« HALING USE: 2 X PLATE W/1«d HALS Q ANCHOR USE. 2XPLAT6 WHOTMA-XKrAB. MINIMUM EMBEDMENT r INTO CONCRETE UfJ4FTjDQWNTHRUST O.T-M. « R-FHxTxMPW(L2xh1 = NET UPLIFT * OTM-RUMPW ' HOLOOWN USE IMTMVW4X4 462«/FT 5 IN O.C STAGGERED J2 IN. O.C. OR 2fl IN O C 82168 «FT 11968 WFT 4388 *FT ROOF- FLOOR- WTWALL* EXT WALL- BALCONY- C.WALL - TOTAL D.L. - U9ElPAN.p- 2.00 FT 0.00 FT 8.00 FT 0.00 FT 0.00 FT 0.00 FT HfiMESBB 38.00 0.00 72.00 0.00 0.00 0.00 110.00 PI « TOTAL Du.es»94 * 10 ONE SIDE R-FHxTxMPW/Ll = FORCE AT ROOF 8216.82 * UPLIFT/DOWNTHRUST » 4388 tt USE: MPW 16 FT LONGITUDINAL UHLD TOTAL WAU(1W) « LENGTH OF SHEAR WALL (L1) < MM. PANEL WIDTH (MPW) SHEAR « 88.00 FT. 32.00 FT. 13.00 FT 10.00 FT 185.45 «FT. ROOF- FLOOR- INT WALL- EXT WALL" BALCONY- C.WALL » 19.00 FT. 0.00 FT. 0.00 FT 9.00 FT 0.00 FT 0.00 FT 361.00 0.00 0.00 144.00 0.00 0.00 TOTAL D.L 505.00 PLATE FORCES/ANCHOR - <RF-H+2F-FH)X T/fTWl * NAILING USE. 2 X PLATE WnM NAtLS Q ANCHOR USE- 2XPLATEVW1/2DIA.X10-A.B. Q Sff-DIA.X1irA.BO MINIMUM EMBEDMENT T INTO CONCRETE IjPLlFT/PQWNTHRUST OT.M. » R^HxTxMPVWLZxhl > R.M. - P1xMPW2O « NET UPLIFT « OTMJJM*IPW < HOLDOWNUSE. 429 * 123«FT IfitNO.C. STAGGERED 5fl IM O.C. OR llfl IN. O.C. 18545 WFT 21463 «FT •292 WFT PI » TOTAL DU.SS ^ 10 Z ONE SIDE R-FHxT)*IPVWL1 » FORCE AT HOOF 1854.491 * UFtlFT/DOWNTHRUST • -292 * U8Ei MPW:10 FT. PROJECT: AYOUB APARTMENTS 216 PINE STREET, CARLSBAD. CA DATE:5/10/01 BASE SHEAR WALLS COMPONENT DEAD LOADS: HEIGHTS FT KWCCS FHWFT. TRANSVERSE ROOF' 19.00 PSF aooR - 15.00 PSF EXT.WAU- 18.00 PSF WT.WALL- 8.00 PSF BALCONY » 20.00 PSF CON.WALLa 0.00 PSF TRANSVERSE UH&A TOTAL WALLOW) » LENGTH OF SHEAR WALL (L1 ) - TRIBUTARY AREA (T) * MIN. PANEL WIDTH (MPW) » M = 10.00 AT ROOF" h2= 20.00 AT2-FLR- h3 = 2.50 AT BASE - PV-P 5.33 FT. ROOF * 5.33 FT. FLOOR - 5.50 FT. WT.WAU* 2.67 FT. EXT.WALL- BALCONY- C.WALL. * 308.00 (it-nil 173.30 (2F-FH) 110.00 (B-FH) 6.00 FT. 1.00 FT. 0.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. «FT. 114.00 15.00 0.00 152.00 0.00 0.00 SHEAR »({R-FH+F-FH+B-FH)x Tfl.1 TOTAL D.L - 496.65 »FT. USE PANEL HP 9-32 HARDY FRAME 185.00 PLATE FORCES/ANCHOR - <RF-H+2F-FH+B-FH>X T/(TW) - NAILING USE: 2 X PLATE W/18d NAILS ® ANCHOR USE; 2 X PLATE W/ IfftJIA. X 10T A,B, ^ S/B-OIA.XKTA.B.Q MINIMUM EMBEDMENT T INTO CONCRETE 3 IN. O.C. STAGGERED l|lN.O.C.OR 1 IN. O-C. UPLIFT/DOWNTHRUST HOLDOWN USE: O.T.M. «<F1)rti2/MPWHF2xh1/MPW)« R.M.« P1xMPW*2/2 » NET UPLIFT * OTM-RM/MPW - 7/8" X 16" DEEP MIN. 12" EMBEDMNT 4967 561 */FT, 4757 WFT. HARDY BOL- P1» TOTAL OL'.SS PER MFGR. INSTRUCTIONS 157 # 10 20 FT. FT. HF 9-32 HAR 0.00 MPW*3 FT. R-FHxTxMPWA.1 « FORCE AT ROOF - F1 848.5891 */FT. 2F-FHxTxMPWVL1 - FORCE AT FIOOR - F2 477.4691 1WFT. UPLIFT/OOWNTHRUST <4757 7«" X IS* DEEP MIN. 12- EMBEDMNT HARPY BOLT PER MFOR. INSTRUCTIONS TRANSVERSE UMEA-0 TOTAL WALL (TW> * LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) « IUHN. PANEL WIDTH (MPW) » 20.00 FT. 20.00 FT. 19.00 FT. 20.00 FT. SHEAR »«R-FH+F-FH+B-FH)X Tfl.1 457.24 tffT. PLATE FORGES/ANCHOR « <RF-H+2F-FH+B-FH)X T/(TW) - NAILING USE: 2 X PLATE W/16d NAILS @ ANCHOR USE: 2 X PLATE W/ 1/2TD1A. X 1£T A.B. FV-P «FT. ROOF- FLOOR - WT.WALL- EXT.WALL- BALCONY- C.WALL - TOTAL D.L- U8EPANEL 0.00 FT. 2.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. O.OQ FT. 9 ONE SIDE 0.00 30,00 152.00 0.00 0.00 0.00 200.00 MINIMUM EMBEDMENT T INTO CONCRETE UPLIFTVDQWNTHRUST O.T.M. R.M.- NET UPLIFT - OTM-RM/MPW HOLDOWN USE: HD5AW/4X4 4 IN. O.C. STAGGERED X IN. O.C. OR IN. o.c. 4572 *FT. 34000 «ffT. 2872 «WT P1 = TOTAL DL/.85 170 # 10 20 FT. FT. 9 ONE SIDE R-FHxTxMPW/L1 • FORCE AT ROOF - Ft 5852 *FT. 2F-FHxTxMPW/L1 « FORCE AT FLOOR = F2 3292.7 (WFT. UPLIFT/DOWNTHRUST - 2872 (tfFT USE: HDSAW/4X4 MPW 20 FT. LONGITUDINAL UNEB.O TOTAL WAU(TW) = LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) - MIN. PANEL WIDTH (MPW)- 21.00 FT. ' *-00 FT. 14.00 FT. AW FT. //** FV»P ROOF- FLOOR- INT.WAU" EXT.WAU- BALCONY- C.WAU - 0.00 FT. 2.00 FT. 19.00 FT. 0.00 FT. 0-00 FT. 0.00 FT. CfFT. 0.00 30.00 152.00 0.00 0.00 0.00 SHEAR " ((R-FH+F-FH+B-FH)x T/L1 PLATE FORCES/ANCHOR * (RF-H+2F-FH+B-FH)X T/(TW) = NAILING USE: 2 X PLATE W/16d NAtLS Q ANCHOR USE: 2 X PLATE W/ 1/TDIA. X 10" A.8. 5/8"DIA.X10"A.B.Q TOTAL D.L - USE PANEL HARDY FRAME 442S/FT. i IN. O.C. STAGGERED IfilN.O.C.OR 22 IN- °'c- 200.00 MINIMUM EMBEDMENT r INTO CONCRETE UPLIFT/DQWNTHRUST O.T.M. *<F1xh2AM»WMF2xh1/MPW)» R.M.» P1xMPW*2fl - NET UPLIFT * OTM-RM/MPW » HOLDOWN USE 7/8" X 16" DEEP W/ ir MIN. EMBEDMENT 9000 WFT 340 «FT. 8830 «FT. HARDY BOLT PER MFGR. (NSTRUCTIONS P1 * TOTAL DL/.85 =170 # hi 10 h2 20 FT. FT. 2HF 9-32 & 1 0.00 R-FHxTxMPW/L1 • FORCE AT ROOF * F1 1278.172 «FT. 2F-FHxTxMPWrt.1 « FORCE AT FLOOR = F2 521.92 iffT. UPLIFT/DOWNTHRUST USE: 8830 7tV X 18- DEEP W/12" MIN. EMBEDMENT HARDY BOLT PER MFGR. INSTRUCTIONS MPW LONGITUDINAL TOTAL WALLOW) » LENGTH OF SHEAR WALL <L1) TRIBUTARY AREA (T) » MfN. PANEL WIDTH (MPW) « SHEAR - «R-FH+F-FH+8-FH)x T/L1 16.00 FT. 16.00 FT. 15.00 FT. 16.00 FT. 602.71 «FT. FV«P ROOF- FLOOR* INT.WALL* EXT.WALL* BALCONY* C.WALL - TOTAL D.L.* USE PANEL «FT. 2.00 FT. ZOO FT. 19.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 14 OMB SIDE WUXFRAMMG 38.00 30.00 152.00 0.00 0.00 0.00 200.00 PLATE FORCES/ANCHOR * (RF-H+2F-FH+B-FHJX T/(TW) « NAILING USE: 2 X PLATE W/16d NAILS @ ANCHOR USE: 2 X PLATE WM/2"DIA. X KTA.B.® V8"DIA.X10-A,B.<a MINIMUM EMBEDMENT T INTO CONCRETE IN. O.C. STAGGERED IN. O.C. OR IN. O.C. UPLIFT/DOWNTHRUST HOLDOWN USE. O.T.M. -<F1xh2/MPW)+<F2)Ch1/MPW) R.M. • P1xMPW»2/2 - NET UPLIFT • OTM-RMWPW * HD5AWMX4 6027 *FT 21760 «FT. 4667 «FT. PI = TOTAL DU.85 =170 # hi 10 20 FT. FT. 14 ONE SIDE W/4 X FRAMING R-FHxTxMPW/L1 * FORCE AT ROOF • F1 6847.35 WFT. 2F-FHxTxMPVWL1 « FORCE AT FLOOR - F2 2796 4667 WFTUPLIFT/DOWNTHRUST' IjSE:HP 5 A W/ 4 X 4 fi MPW 16 FT. L&MQITUDiMAL UNED TOTAL WALLOW) « LENGTH OF SHEAR WALL (L1) = TRIBUTARY AREA (T) - WIN. PANEL WIDTH (MPW) « 66.00 FT. 52.00 FT. 13.00 FT. 18.00 FT. SHEAR - «R-FH+F-FH+B-FH)XT/L1 160.72 *FT. FV-P ROOF- FLOOR- INT.WALL* EXT.WALL- BALCONY* C.WALL - TOTAL D.L.- U8E PANEL 19.00 FT. 1.00 FT. 0.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. TOME SIDE «FT. 361.00 15.00 0.00 152.00 0.00 0.00 185.00 PLATE FORCES/ANCHOR «<RF-H+2F-FH+B-FH)X T/(TW) = NAILING USE: 2 X PLATE W/16d NAILS Q ANCHOR USE: 2XPLATEW/1/2"DIA.X1<r A.B.Q MINIMUM EMBEDMENT T INTO CONCRETE UPUFT/DOWNTHRUST O.T.M. HOLDOWN USE: NET UPLIFT - OTM-RM/MPW PAHD42 11 IN. O.C. STAGGERED §Q IN. O.C. OR Z§ IN. O.C. 1607 t/FT. 25475 *FT. 192 #FT. P1-TOTAL DU.85'157 # hi 10 h2 20 FT. 7 ONE SIDE 0.00 R-FHxTxMPWfl.1 - FORCE AT ROOF « F1 2054.205 *FT. 2F-FHxTxMPW/L1 * FORCE AT FLOOR « F2 838.8 WFT. UPUFT/DOWNTHRUST > USE: PAHD42 192 18 FT. SHEAR WALL SCHEDULE 9QLB PLATE ArTAfitMNT OCT.WAU.ID CONG.noo MO.OP ALLOHSHAG* sees SCAR WALLBOARD 3d COOLER (Do COMM. NAM* ltd COMM. WML •300 8WDlA.A0S.a4*- anrwsJM HAuaoARD 9d IMCflMH.NM.fl I6d COMM, NAIL » us* anrPSM WALLBGARD ad i 4- 06. l 4* ac. i CCKED; NOTM I COOLER a 1MCOHM.MML* tod COMM. NAIL • SWft-DlA, *9* «64V 64' O<C. )M COM4. NAIL 9WD1A. ABB «93* • 32* OC. >M 1/2' tm>SUM WALLBOARD IftdCOMHNAJL* CO-X PLYWOOD I6d CCW4. MAIL I6d COMM. NAIL »•SWB' CO-X PLTWCOD O4/0;16d COMM. NAIL • 16d COMM. KAIL •!5/6-CO-X PLYWOOD I6d COMM. NAIUo?-x PLYWOOD t6d COMM. HAIL ** I6d COMM. HAtL * 1/2* CD-X H.YWOOD O2/6J s/a-otA. ^a-a BWDIA. /»5 I6d COMM. NAIL •• I6d COMM. NAIL * wr c»-x PLYWOOD I6d COMM. NAtLwa* co-x PLYWOOOD 6OO 1200 SWD1A. I6d COMM. NAIL 6d COMM. KAtL •« I6d COMM. HAIL «- o.c. I a- o-c.16d COMM, NAIL 0' I6d COHM. NAIL *: HOTC t.a.•«• occuta P«AMW» SHALL ae ax NOMINAL3. StCAR HACL VAUg ffCW P*TrW4J- HJST SB CTPUCaP SO « H LKJ, SBSMIC LOADS 4. AU. n.Y-WOOD SMAR 6HAU. BE A^UB? TO PAGE OP TCAMtN* STUD, 5. ADLttmi>» PLY-HOOD PMCL STUD SHAU. 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S \VA *a' «•. srs irtII 1' U I U** i s« ! 3'BS i I* * -iII * M i?w - 5 *7* L. (/>D n33 01 0001oo I!!!!!!!!!!'! »^j a ui*>c 3l^?|IflfIU[^lji?iik!i Mlffiii C_ 013 nCD »0-54-03 >• J-—I -tm mr rtn inc cT» 3o 5•H -HA A• I•* fru ru o-HH* om i» oo » _ *to tn ru n ruiQ i i t i i tnm i- » ru ru Mru -j -J ^ M •-,-g *j xj m & Ho ro * *. n- <o TJ QI Ql CD Q](AA. W fU — -.I I N I ZQ m 5— i inu ui u ru m*. o a> o wu o 01 oa ru i* i •- ui— u w 10r« «w ^ ry 0)0>I ""*-*«8 2 SV a «- 2 Q* rMfc9 K ?J m i 2 ^O715, •2.Q Ozomw O ? Q ** «3_ko o^ o<b ^ 8(0 X fo'1i) v \^.\**o X ox \"r; X a f X 1 ' ; x X A .. I/ 3 S S i 3 I iI !I i 1 ii I1 ii -i !! iIB ! ! il ft A Ui 9, ^ ' 1 if * JfE 111! ™ ™» ;Hili f p ; 01srnat89 UBC-97•iMVa8COo Inft3nlC-n:ILL DETAIL Geotechnical * Geologic • Environmental 5741 Palmer Way • Carlsbad, California 92008 • {760)438-3155 • FAX (760) 931-0915 March 28,2003 W.0.3033-A-SC Karnak Architecture & Planning, Inc. 2802 State Street, Suite C Carlsbad, California 92008 Attention: Mr. Robert Richardson Subject: Foundation and Grading Plan Review, Ayoub 3-Unrt Apartment Complex, 218 Pine Street, Carlsbad, San Diego County, California Dear Mr. Richardson: In accordance with your request, GeoSoils, Inc. (GSI), has performed a review of the foundation plan and structural details (Sheets C1.0, AO.O, S1-0, S2-0, SD1.0, and SD2.0) prepared by Karnak Planning & Design, and the grading plans (Sheets 1 and 2) prepared by Alpha & Omega Developments (see the Appendix), for the subject site. GSI's scope of services included a review of our previous report, a review of the foundation, structural details and grading plans, analysis of data, and the preparation of this letter. The plans reviewed appear to be in general conformance with the recommendations provided by this office and presented in GSI's previous report (see the Appendix), with the following comments and/or additional recommendations. The foundation plans by Karnak Planning & Design do not reference our preliminary geotechnical evaluation. This should be referenced as follows: "Preliminary Geotechnical Evaluation, 218 Pine Street, Carlsbad, California," W.O. 3033-A-SC, dated February 21,2001, by GeoSoils, Inc. Limitations The conclusions and recommendations presented herein are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. Standards of practice are subject to change with time. GSI assumes no responsibility for work, testing or recommendations performed or provided by others. The opportunity to be of service is greatly appreciated. If you have any questions, please do not hesitate to call our office. Respectfully submitted GeoSolls, Inc. Robert G. Crisman Engineering Geologist DG/RGC/DWS/jk Attachment: Appendix - References Distribution: (4) Addressee Reviewed by: David W.Skelly Civil Engineer, RCE 47857 Kamak Architecture 218 Pine Street, Carlsbad Rle:e:\wp7\3000\3033a.fag GtoSoils, Inc. W.O. 3033-A-SC March 28,2003 Page 2 APPENDIX REFERENCES Alpha & Omega Developments, 2002, Grading plans for Ayoub-3 unit apartments, Drawing No. 400-9A, dated February 15. GeoSoils, Inc., 2001, Preliminary geotechnical evaluation, 218 Pine Street, Carlsbad, California, W.0.3033-A-SC, dated February 21. Internationa) Conference of Building Officials, 1997, Uniform building code: Whittier, California. Karnak Planning & Design, 2000, Foundation plans for Ayoub 3-unit apartment complex, dated November 24. GeoSoils, Inc. A, City of Carlsbad^ ^V^^HMIHi^m^HMP^^^^^HBflBB^^^BHBHH^Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: 0/tlL- A-1/ 2J22.-///>& Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit: Square Feet of Living Area in SOU Residential Additions: Net Square Feet New Area Commercial/Industrial: City Certification of Applicant Information: ire Feet Floor Area DISTRICTSrFHIN THE CI CARLSBAD Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-50QQ San Marcos Unified School District 215MataWay San Marcos, CA 92069 (736-2200) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of fhe Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee If Owner requests an increase in the number of dwelling units or square footage after the building D^frnins issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is theowne/rdeveloper ofthe above described project (s), or that the person executing this declaration is authorized to sign ofehalf otlhe Owier Signature:Date: 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (76O) 6O2-27OO Revised 4/20/00 Building Counter • (760) 6O2-2719 • FAX (76O) 602-8558 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s))************************************************* THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid alt amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER GAYL15NDEPUTY SUPERINTENDENT CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAUWO REAL Revised 4/20/00 04-18-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR05035 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 218PINEAVCBAD PCR 2032501100 $0.00 Lot #: 0 Construction Type: NEW AYOUB APT-UNIT! CHANGE 1 CLOSET TO PWDR RM plicant: KARNAK PLANNING & DESIGN STEC 2802 STATE ST 92008 (760) 434-8400 Owner: Status: ISSUED Applied: 03/02/2005 Entered By: LSM Plan Approved: 04/18/2005 Issued: 04/18/2005 Inspect Area: 05-31-88 Plan Check Revision Fee Additional Fees , $60.00 Total Fees:To Date:$0.00 Balance Due:$60.00 1/18/05 0002 01 02 CGF> 60-00 Inspector: FINAL APPROVAL Date: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 fees/exactions." 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 accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, 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 vou have previously been given a NOTICE simitar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO.. EST. VAL. Plan Ck. Deposit Validated By Date BustnessjName (it this address)^^o^Address (Include ftdgTSuite?) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total t of units Name Address City Stnte/Zip Telephone* (Sec. 7031.6 Business and Professions Code: Any City or County which requires a permit to construct, elter, 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 wtth Section 7000 of Division 3 of the Business and Professions Code) or that he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to s civil penalty of not more than five hundred dollars ItSOOJ), Name State License * Address License Class City State/Zip City Business License f Telephone * Designer Name State License * Address City State/Zip Telephone 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 serf-insure for workers' compensation es provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Q I have and wiH maintain workers' compensation, SB 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 end policy number are: Insurance Company ; ' potey No. , Expiration Date (THIS SECTION HEED NOT IE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1*1001 OR LESS) Q CERTIFICATE OF EXEMPTION: I certify that hi the performance of the work for which this permit is issued, I shaH 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 ahal subject en employer to criminal penalties end dvi fines up to one hundred thousand dotes (9100,000), In addition to the cost of compensation, damages as provided for hi Section 3706 of the Labor code. Interest and attorney's fees. SIGNATURE _ _ DATE rby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, wiH do the work and the structure is not intended or offered for sale 7044, Business and Professions Coda: The Contractor's License Law does not apply to en ownsr of property who builds or improves thereon, and who does such work himself or through Ms own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one yesr of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). Q I, aa owner of the property, am exclusively contracting with licensed contractors to construct the protect (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: • 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. O YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include nsme / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise end provide the major work (include name / address / phone number / contractors license number): 5. I wHI provide some of the work, but I h*v« contracted (Wrtdl the following person* to provide the work indicated (include name / address / phon* number / type of work): PROPERTY OWNER SIGNAT DATE Is the applicant or future building occupant required to submit s business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or sir quality management district? D YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES O 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. 1 hereby affirm that there is a construction landing agency for the performance of the work for which this permit Is issued (Sec. 3097(1) Civil Code). LENDER'S NAME . LENDER'S ADDRESS I certify that I have reed 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 City of Carlsbad to enter upon the above mentioned property for Inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAV 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 tesued 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 te not commnced wjtfflrt)l80 days from the date of such permit or tf the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced foT^pn/d of 180 days (Section 106.4.4 Uniform Building Code). IXsfcPPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance p^2^ p^iC, * EsGi Corporation In Partnership with Government for Building Safety DATE: April 8, 20O5 a APPLICANT a JURIS. JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 03-2399 REV (PCR05035) SET: II PROJECT ADDRESS: 218 Pine St PROJECT NAME: Ayoub 3 Unit Apartment Complex • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person REMARKS: By: Bryan Zuppiger Enclosures: Approved Plans. Esgil Corporation D GA Q MB D EJ D PC O3/31/O5 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In Partnership with Government for Building Safety DATE: March 1O, 2O05 O APPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: O3-2399 REV (PCR05O35) SET: I PROJECT ADDRESS: 218 Pine St PROJECT NAME: Ayoub 3 Unit Apartment Complex The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Karnak Planning & Design 2802 State St Suite 'C', Carlsbad, CA 92008 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: Ctevid Ayoulc Mtl^ Telephone #: (760) 434-8400 Date contacted: 3/p^ (by: $s^ ) Fax #: (760) 434-8493 Mail t^felephoneu/ Fax-^ln Person REMARKS: By: Bryan Zuppiger Enclosures: Esgil Corporation H GA D MB D EJ D PC O3/02/O5 tmsmUdot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92 J23 * (858)560-1468 * Fax (858) 560-1576 Carlsbad 03-2399 REV (PCRO5O35) March 10, 20O5 ^ECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 03-2399 REV (PCR05035) PROJECT ADDRESS: 218 Pine St SET: I DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 03/02/05 March 10, 2O05 REVIEWED BY: Bryan Zuppiger FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION, B. 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. C. 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. D. 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? QYes QNo Carlsbad 03-2399 REV (PCRO5035) March 1O, 2005 • PLANS 1. 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: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). 3. Final plans, specifications and calculations shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). 4. Provide revised lateral analysis and revised framing plans. 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. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad 03-2399 REV (PCRO5O35) March 1O, 20O5 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Bryan Zuppiger BUILDING ADDRESS: 218 Pine St BUILDING OCCUPANCY: R1/U1 PLAN CHECK NO.: O3-2399 REV (PCRO5035) DATE: March 1O, 2OO5 TYPE OF CONSTRUCTION: VN BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) cb isr; Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) Plan Check Fee by Ordinance $120.00 Type of Review: Repeats Q Complete Review D Other m Hourly Structural Only _l]Hour* Esgll Plan Review Fee $96.00 * Based on hourly rate Comments: macvalue.doc J I c? R Con I I Cri) r O CO Ui** £e* V- y s Mar 02 OS OBtSla Robert Richardson 760-434-8489 CONCORDX CONSUtflMO ClOUF, INC. SNGINBZBKING * CONSTRUCTION MANAGEMENT JS«« CAtttMO OIL *IO SOUTH, * »ft« SAM 0IBGO, 6A t£IM PH: («»») *l*->*77 FAX: («X*> uimni/fAX cov8ft«iu*t 12/36/0* Jt& vja •I SAN DIEGO AREA CHAPTER International Conference of Building Officials Carlsbad, Chula Vista, Coronado, El ClQon, El Centro, Endnitas, Escondido, Imperial Beach, La Mesa, Lemon Grove, National City, Oceanside, Poway, San Di^o City, San Diego County, San Marcos, Santee, SolansBeach, Vista CHAPTER POLICY Policy No. 106.4.1 THE SANDIEGO AREA CHAPTEROFTHE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS APPROVES CHECK WITH THE LOCAL INSPECTION JURISDICTION BEFORE BEGINNING ANY INSTALttlON BASED ON THIS POLICY SUBJECT: WITHHOLDING PERMIT ISSUANCE A T REQUEST OF DESIGNER CODE YEAR: 1998C.B.C DRAFTED BY: APPROVAL DATE: CROSS REF. None COMMITTEE: Code REVISION DA TE: December 18,2001 QUESTION/ISSUE : Should jurisdictions issue permits for projects where the designer has asked that the permit not be issued because of non-payment to designer. POSITION: The Building Official is obligated to approve permit applications forplans submitted when all code issues have been satisfied. REASON: This is a civil matter between the owner and designer. The code enforcement agency has no role in financial disputes between the designer and owner.