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Home My WebLink About2739 STATE ST; ; CB021856; Permit06-20-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB021856 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2739 STATE ST CBAD Tl Sub Type: COMM 2030542400 Lot #: 0 $211,474.00 Construction Type: NEW Reference #: CARLSBAD ANIMAL HOSPITAL ADD NEW 1 ST FLR 1,441 SF & 2ND FLR 1,018 SF Applicant: MCGRIFF SHANA 1071 STRATFORD ENCINITAS CA 92024 760-436-0859 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check*: Owner: PALENSCAR FAMILY TRUST 02- 2739 STATE ST CARLSBAD CA 92008 ISSUED 06/21/2002 JM 06/20/2003 06/20/2003 0002 01 CGP 3863.79 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'i Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $891.52 Meter Size $0.00 Add'l Reel. Water Con. Fee $579.49 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $44.41 PFF $0.00 PFF (CFD Fund) $0.00 License Tax $0.00 License Tax (CFD Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $3,848.83 $3,552.76 $0.00 $0.00 $993.72 $917.28 $76.00 $110.00 $52.50 $595.77 $2,781.00 $0.00 $0.00 $14,443.28 Total Fees: $14,443.28 Total Payments To Date:$579.49 Balance Due: $13,863.79 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 lees/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 you have previously been oiven a NOTICE similar to ihis. 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 1*.t" FOR OFFICE USE ONLY PLAN CHECK EST. VAL. Plan Ck. Dep Validated Date Address (include Bldg/Suite #)Business Name (at this add; -tr£<PPvTXt> "^^ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file e 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 fota permit subjects the applicant to a civil penalty .of not more than five hundred dollars [$5001),." Name 1 / j *j r>State License # £>/^V S* Address^ J7 <~^?>r-* "s. License Class -O City State/Zip^ . , Telephone # ^^5-1 City Business License # ^r"T f ' <- C/ f~O / 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 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. ISf" 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 insurancecarrier and policy number are: . * Insurance Company O^*Nj7*~- "^*-«-3AJ^ Policy No. /Tr_ /o'V^f •*"e3t?fc*'*J Expiration Date_ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) Q CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred housand dollars (%! 00,000), in 4ddP)iop tojhe^opt of compensation, damages as provided for in Section 3706 of the Labor code, fnteresf and attorney's fees. t\ . 9 - 'S1GMATURE DATE I hereby affirm that I Vn exempt from the Contractor's License Law for the following reason: I. as owner of me property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). O I as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). C3 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. C 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 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 I phone number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? O YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Ctf NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the 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 the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106-4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance CltyifCarisbad Final Building Insnection CMWD StLite FireDept: Building Engineering Plan Check #: Permit #: CB021856 Project Name: CARLSBAD ANIMAL HOSPITAL ADD NEW 1 ST FLR 1,441 SF & 2ND FLR 1,018 SF Address: 2739 STATE ST Lot: Contact Person: Phone: Sewer Dist: CA Water Dist: CA Date: 08/05/2004 Permit Type: Tl Sub Type: COMM Inspected ~ By: C.tvx\ Inspected By: Inspected By: — t^o < Z- Date Inspected: TJJ " IL Approved•jt Date Inspected: Date Inspected: Approved: Approved: Disapproved: Disapproved: Disapproved: Comments: CltyifCirisbart Final Building Inspection Dept: Building Engineering Planning CMWD StLite^Fire Plan Check #: Permit I: Project Name: Address: v ""Oate: CB021856 CARLSBAD ANIMAL HOSPITAL ADD NEW 1ST FLR 1,441 SF & 2ND FLR 1,018 SF 2739 STATE ST Lot: 03/19/2004 Permit Type: Tl Subtype: COMM 0 Contact Person: JOE Sewer Dlst: CA Phone: 7608025269 Water Dist: CA Inspected /? ^ By: 6- £ Inspected By: Inspected By: Comments: ' /7 Dat6 ^7-,k^>^ — x Insoected: '^ Date Inspected: Date Inspected: 7C/T Approved: Approved: Approved: ~~-~~^Disapproved: Disapproved: Disapproved: Inspection List Permit*: CB021856 Type: Tl Date Inspection Hem 08/24/2004 89 08/17/2004 89 08/16/2004 89 08/16/2004 89 08/13/2004 89 08/13/2004 89 03/23/2004 89 03/03/2004 14 03/03/2004 24 03/03/2004 34 03/03/2004 44 03/02/2004 84 02/24/2004 14 02/24/2004 24 02/24/2004 34 02/24/2004 44 02/06/2004 18 02/05/2004 18 02/05/2004 34 02/04/2004 17 02/04/2004 18 02/04/2004 34 01/27/2004 16 01/23/2004 14 01/23/2004 24 01/23/2004 34 01/23/2004 44 01/22/2004 14 01/22/2004 34 01/22/2004 44 01/16/2004 14 01/16/2004 24 01/16/2004 34 01/16/2004 44 01/09/2004 13 01/09/2004 16 01/08/2004 13 01/07/2004 13 12/17/2003 83 12/10/2003 14 12/10/2003 17 12/10/2003 44 12/10/2003 66 11/25/2003 11 Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Frame/Steel/Bo Iting/Weldin Rough/Topout Rough Electric Rough/Ducts/Dampers Rough Combo Frame/Steel/Bolting/Weldin Rough/Topout Rough Electric Rough/Ducts/Dampers Exterior Lath/Drywall Exterior Lath/Drywall Rough Electric Interior Lath/Drywall Exterior Lath/Drywall Rough Electric Insulation Frame/Steel/Bolting/Weldin Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Weldin Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Weldin Rough/Topout Rough Electric Rough/Ducts/Dampers Shear Panels/HD's Insulation Shear Panels/HD's Shear Panels/HD's Roof Sheathing/Ext Shear Frame/Steel/Bolting/Weldin Interior Lath/Drywall Rough/Ducts/Dampers Grout Ftg/Foundation/Piers COMM Inspector Act TP TP TP - - TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP AP NR CO Rl Rl NS CO AP we AP AP CO CO we we we AP CO AP AP CO NR AP AP AP AP PA NS NS NS NR PA NR NR AP AP PA CO CO AP AP AP AP AP CARLSBAD ANIMAL ADDNEW1STFLR1 Comments OK TO OCCUPY (SEE T-BAR CEIL CEIL LITES DUCTS T-CEIL T-CEIL NAILING MAIN PNL (MSB) PNLS WATER TEST ONLY HOSPITAL ,441 SF&2NDFLR1 CARD) EXT WALL @ RECEP AREA 1 ST FLR SHTING PLY NPP NEW ROOF OVER ESISTING ELECT RM. @ NEW ROOF SECT. CMU RAKE WALL @ RECP. INT. SPRD FTN Tuesday, August 24, 2004 Page 1 of 2 11/25/200312 Steel/Bond Beam TP AP 11/24/2003 11 Ftg/Foundation/Piers TP PA 11/24/2003 12 Steel/Bond Beam TP PA 10/27/2003 65 Retaining Walls TP WC 10/27/2003 66 Grout TP AP 10/21/2003 66 Grout TP AP 10/17/200363 Walls TP AP 10/07/2003 31 Underground/Conduit-Wirin TP AP 10/06/2003 31 Underground/Conduit-Wirin TP AP 09/25/2003 11 Ftg/Foundation/Piers TP PA 09/25/200312 Steel/Bond Beam TP PA 09/16/200321 Underground/Under Floor TP AP INT SPRD FTNS (SEE CARD) FINAL LIFT 2NDLIFTTO18FT 1ST LIFT TO 14 FT, SEE ATTACHED ELECT U/G TO SERVICE UFFERGRN SEE ATTACHED NOTICE Tuesday, August 24, 2004 Page 2 of 2 City of Carlsbad emo From: Tim Phillips Date: October 20,2( Re: Building Permit CB021856 2739 State Street, Carlsbad, CA 92008 Pat Keltey allowed exceptions for the accessibility up-grade requirements for the improved areas. Due to physical/architectural restraints some areas were found to be technically infeasible to comply. • Page 1 c T E ENGINEERING, INC. ONSTRUCTION JL EST1NG & EJ NGINEERING, INC. ESCONDIDO • TRACY • CORONA • OXNARD • LANCASTER • SACRAMENTO INSPECTION REPORT PAGE -L OF-1- PROJECT NAME: CA U l£=fe&D JAM \ ADDRESS: "2-1 ^ CTE JOB # ip - REPORT i ft T A l C.,4 ARCHITECT: ., ENGINEER: V,A<MK\ i KiL. CONTRACTOR: INSPECTION DATE: PLAN FILE: BLDG PERMIT: OTHER: ( ) CONCRETE MASONRY OP.T.CONC. ( ) FIELD WELD ( ) SHOP WELDING ( ) PILE DRIVING ( ) BATCH PLANT ( )EXP. ANCHOR MATERIAL IDENTIFICATION CONC.MK8/PS1 GROUT MDW/PSI MORTAR TYPE/PS! REBAR GRADE_ SIR. STEEL H.S.BOLT MAS. BLOCK. ELECTRODE MATERIAL SAMPLING ( )CONCRETE ( )MORTAR ( )GROUT ( )FIREPROOFING ^MASONRYBLOCK ( )REBAR ( ) STRUCTURAL STEEL ( ) BOLTS •"" INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS/WORK REJECTED, REMARKS -- tl&w- r". c_hL._c-.tL^-..wsT:r..../. Og 15 / Certtflcation of Compliance: AH worit, unless otherwise noted, complies with the approved plans and specifications and the uniform building cotfe.•A- ....... _.v ______ ,v A L !v^' f \ idA )>^X K Jt^fel^J SIGNATURE CERTIFICATION NO: GEOTECHN1CAL & CONSTRUCTION ENGENEER1NG TESTING & INSPECTION c T E ENGINEERING, INC. PROJECT NAME: ADDRESS: 2-7 3 ^ ONSTRUCTION A ESTING & JL NGINEERING, INC. ESCONDIDO • TRACY • CORONA • OXNARD • LANCASTER • SACRAMENTO INSPECTION REPORT PAGE _t_ OF-L- CTE JOB # REPORTi ARCHITECT: ENGINEER: CONTRACTOR: INSPECTION DATE: PLAN FILE: BLDG. PERMIT: OTHER: MATERIALSAMPLING ( ) CONCRETE (^rilORTAR ( )"GROUT f(') FIREPROOFING ( ) MASONRY BLOCK ( )REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSPECTION PERFORMED, *-*c^ Certification of Compliance: the uniform building code. NAME: (PRINT) CERTIFICATION NO: GEOTECHNICAL & CONSTRUCTION ENGENEERING TESTING & 2414 VINYARD AVENUE, SUITE G, ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 A c T,ONSTRUCTION 1ESTING & JL NGINEERING, INC.E ^t1 UA* ESCONDIDO • TRACY • CORONA • OXNARD • LANCASTER • SACRAMENTOcy \_/ Jj\ ENGINEERING, INC. PROJECT NAME: £3««**&<4G {4- ADDRESS: 2 7.3 °l ^S^ T ( CA^&A*. <2A ARCHITECT: ^ ti&<^~. ^<- ENGINEER: CONTRACTOR: "~3T- L . &* INSPECTION DATE: *?/ 2,V/ PLAN FILE: BLDG PERMIT <U&. &Z. I S>- OTHER: INSPECTION REPORT f ( \ MASONRY <i.« -^r ** /?^^<^t ( )PT CONC ( )FiF.i.n>VRj.n \*€A- ( )SHOPWELDTNn o^, (1 PILE DRIVING ( ) BATCH PLANT 5T4 ( )EXP. ANCHOR (^6TOER^7^ PAGE I OF f CTEJOB^ /£?- <*.S~23 REPORT^ MATERIAL IDENTIFICATION GROUT MIXS/PSI MORTAR TYPE/PSI REBARQRADEX^^'. «t*- fc» STR. STEEL H.S.BOLT MAS. BLOCK ELECTRODE MATERIAL SAMPLING ^'0wC<-s- ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) STRUCTURAL STEEL ( ) BOLTS ( ) FIREPROOFING ( ) MASONRY BLOCK ( )REBAR INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS Certification of Compliance: All work, unless otherwise noted, complies with the the uniform building code. red plans and specifications and NAME: (PRINT) CERTIFICATION NO: SIGNATU GEOTECHNICAL& CONSTRUCTION ENGENEERING TESTING & INSPECTION Sep 27 03 01:06a JOSEPH BRUER 7SO-63S-3866 p. 2 VENTURES. INC. IAWPLANNMQ > CtVtt.BKMMUHH8 .1««SURtfEflNS September 25.2003 CuyofCartbad Building and Safety Deportment 2075 Las Paknts Drive Carisbad, California 92009 Re: EV Job #676-01 TO WHCHMl TT MAY CONCERN: TOs letter la to state tfiat the faundiag as staked complies wftfa and is buib within d» proper buildlog setbacks for &i$loc Please do 09* hesitate to call if yon have any questions. #45687 Exp. 12/31/06 For and on bdbalf of Engineenxig Venbvvs» Inc. RFF:kj/676-01 435DO RIDGE PARK DRIVE, SUfTE 302 * TBWECULA. CA 9S590 • (909) 899-84SO • FAX; 899O5B9 2-d 69Se-669-6OS *9t *EO CO fiS MAY. 31.1995 7:0BRM JOB*WOE NO. 195 P.I OF O3Q ft? U-16- -THf Oooff Z. 00ft SO.W& is PROJECT. ENGR . DATE - MANNING ENGINEERING, INC. 41832 ENTERPRISE CIRCLE SO.. STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 K&X fiOB.3QA.14U7 . '- ' c T E ENGINEERING, INC. PROJECT NAME: ONSTRUCTION 1ESTING& JLNGINEEMNG,INC. ESCONDIDO • TRACY • CORONA • OXNARD • LANCASTER • SACRAMENTO INSPECTION REPORT PAGB_J_OFiJ_ CTE JOB # tO - REPORT* ADDRESS: ^ "7 3 ^ INFECTION OCONCRETE MATERIAL IDENTIFICATION GRO ARCHITECT. ENGINEER: ,00 '.4-J ** CONTRACTOR: j 4 C- INSPECTION DATE: PLAN FILE: O1ILEBRIVING H.S.BOLT_ BLDG PERMIT. OTHER: M*S «»^^y IMATERIAL SAMPLING ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS -r»*£. t%>' - O <t»Jg/^a L.'~*^. -?- J—S-. &**s*-*C, ^_2-~ -<v: H<,c -ry*.<-A<^ -TO Tag.T- ** < ^ «-. •Te.C**.'^^- *J& /*yfs-r«<t«.cc-«o JSV-)^ -S^S ^O>/ « CX ^."T^< TTg^, q, •g-V* *. <-. C..O, Gertmcatkm of Compliance: All woric, unless otherwise noted, complies with the approved plans and specifications and the uniform building code. . .- ^... ';,ij_..;-. -'•.'-''."-•;• :\ ; \ ., - '. •-;.;-• V: ^;"..^.?"^----'^:--:;-- •-:./':-" •- ^A; NAME: (PRINT) CERTIFICATION NO: SIGNA GEQTECHNICAL A CONSTRUCTION ENGENEERING TESTING A INSPECTION EsGil Corporation In Partnership witfi government for <SuiCding Safety DATE: May 29, 2003 JURISDICTION: Carlsbad CTPLAN REVIEWER Q FILE PLAN CHECK NO.: 021856 SET: IV PROJECT ADDRESS: 2739 State Street PROJECT NAME: Addition to Carlsbad Animal Hospital X] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. PLEASE SEE REMARKS BELOW. 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. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: James Zuehl Telephone #: Date contacted: 5/29/03 (by: Abe) Fax #: Mail Telephone Fax In Person XX X] REMARKS: 1. Applicant to carry aijgffcTCtf set of plans to the city. 2. The Cit^pLifding~Official shall review the special inspection program submitted by the applicant. 3. M>she©t^^the two sets of plans must be signed by the architect or engineer of record. PleasforTclu§e th^r stamp or seal, license expiration date and the date the plans are signed. By: Abe Doliente Enclosures: Esgil Corporation D GA D MB D EJ D PC 5/29/03 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: May 27, 2003 Q Q^URIS., JURISDICTION: Carlsbad a PDtffREVlEWER a RLE PLAN CHECK NO.: 021856 SET: III PROJECT ADDRESS: 2739 State Street PROJECT NAME: Addition to Carlsbad Animal Hospital 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. X] 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. XI The applicant's copy of the check list has been sent to: Shanna McGriff 1071 Stratford Drive, Encinitas, CA 92024 Esgi! Corporation staff did not advise the applicant that the plan check has been completed. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Shanna McGriff (v H.) Telephone #: 760/436-0859 Date contacted: 5 2 7/o3(by: ri_ ) Fax #: Mail.^Telephone— Fax In Person REMARKS: By: Abe Doliente Enclosures: Esgil Corporation D GA D MB g| EJ D PC 5/19/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 ^ Fax (858) 560-1576 Carlsbad O21856 May 27, 2O03 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2739 State Street DATE PLAN RECEIVED BY ESGIL CORPORATION: 5/19/03 REVIEWED BY: Abe Doliente PLAN CHECK NO.: 021856 SET: III DATE RECHECK COMPLETED: May 27, 2003 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. Al! 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 Corp. or to the bldg. dept. of the juris. 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 021856 May 27, 2003 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 22. The special inspection program submitted by the applicant will be forwarded to the city. 23. Please see the following corrections for electrical, plumbing, mechanical and energy. 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 Abe Doliente at Esgil Corporation. Thank you PLUMBING, MECHANICAL, AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen 1. The licensed designer must sign the approved set of the plans. PLUMBING (1997 UNIFORM PLUMBING CODE) 2. Include the overall water supply fixture loading with the pipe sizing calculations. Note: The addition has 16 fixture units and is connected to a (20) unit3/" existing pipe. Please demonstrate that this pipe is of adequate size. Carlsbad 021856 May 27, 2O03 ELECTRICAL (1996 NATIONAL ELECTRICAL CODE) 3. Provide a single line diagram containing the following information: a. Service size (Amperes, voltage, phases). The AIC specification at the main service is incorrect per SDG&E Service Guide. Please correct: Specify the corrected AIC available, the service main AIC rating, and if the service is series rated or not Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In Partnership with Government for Building Safety DATE: April 21, 20O3 O&EBUCANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 021856 SET: II PROJECT ADDRESS: 2739 State Street PROJECT NAME: Addition to Carlsbad Animal Hospital 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. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 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: Shanna McGriff 1071 Stratford Drive, Encinitas, CA 92024 Esgil Corporation staff did not advise the applicant that the plan check has been completed. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Shanna McGriff Telephone #: 760/436-0859 Date contacted: ^/Z5/o3(by:^ ) Fax #: Mail ^-Telephona^ Fax In Person REMARKS: By: Abe Doliente Enclosures: Esgil Corporation D GA D MB K! EJ D PC 4/15/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad 021856 April 21,2003 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2739 State Street DATE PLAN RECEIVED BY ESGIL CORPORATION: 4/15/03 REVIEWED BY: Abe Doliente PLAN CHECK NO.: 021856 SET: II DATE RECHECK COMPLETED: April 21, 2003 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 Corp. or to the bldg. dept. of the juris. 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 a NO Carlsbad 021856 April 21, 2003 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 16. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24. 22. The special inspection program submitted by the applicant will be forwarded to the city. 23. Please see the following corrections for electrical, plumbing, mechanical and energy. 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 Abe Doliente at Esgil Corporation. Thank you PLUMBING, MECHANICAL, AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen 1. The licensed designer must sign the approved set of the plans. Carlsbad 021856 April 21,2003 PLUMBING (1997 UNIFORM PLUMBING CODE) 2. Plumbing plans have not been provided for plan check. Please provide for the next plan check submittal. MECHANICAL (1997 UNIFORM MECHANICAL CODE) 3. Include the location(s) of the gas canisters and show the required separate room and venting per UBC 410. 4. Detail the installation of the dampers in the 1 hour corridors. Note: Show the ceiling heights, above ceiling clearance distance, and the fire damper locations on a section view. 5. Include the exhaust fan design on the floorplans: Laboratories, kennels, etc.. ELECTRICAL (1996 NATIONAL ELECTRICAL CODE) 6. Provide a single line diagram containing the following information: a. Service size (Amperes, voltage, phases). b. Grounding and bonding design. Note: The city of Carlsbad does not allow "rebar" to be used as the grounding electrode, it must be a bare copper conductor installed in the footing.) c. Service overcurrent device description: Number and size (amperes) d. Feeder conductor sizing. 7. How is the existing electrical connected to the new service? If the prior service is to be used as a panelboard, detail the neutral bond disconnection at the existing service. 8. Provide branch circuit conductor sizing for all circuits exceeding 20 amperes in rating. 9. Include a panel schedule showing circuiting and providing a load summary. 10. Be sure to include the electrical design for the supplemental heating specified on the Title 24 energy forms (MECH-1). ENERGY CONSERVATION 11. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. R30 required at the attic. Carlsbad 021856 April 21, 2003 Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DEPARTMENT OF STATE ARCHITECT TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1998 edition of California Building Code, Title 24. Per Section 101.4.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. New shower must comply. ACCESSIBLE PARKING 3. Show that accessible parking spaces comply with Section 1129B.4.1 as follows: a) Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 8'0" van loading and unloading area on the passenger side of the vehicle. EsGil Corporation In ^Partners/tip with, government for ftuiMing Safety DATE: July 5, 2002 a APPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 021856 SET: I PROJECT ADDRESS: 2739 State Street PROJECT NAME: Addition to Carlsbad Animal Hospital 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: Shanna McGriff 1071 Stratford Drive, Encinitas, CA 92024 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: Shanna McGriff VfV\ Telephone #: 760/436-0859 Date contacted: 7fy\U2~< (by: (StfV) Fax #: ie\/^ Fax In Person REMARKS: By: Abe Doliente Enclosures: Esgil Corporation D GA D MB E| EJ D PC 6/24/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 021856 July 5, 2002 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 021856 OCCUPANCY: B TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: 16,000 SF SPRINKLERS?: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: July 5, 2002 JURISDICTION: Carlsbad USE: Animal Hospital ACTUAL AREA: 2,459 SF (Addn) STORIES: 2 HEIGHT: OCCUPANT LOAD: 25 (Addn only) DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/24/02 PLAN REVIEWER: Abe Doliente 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 ordinances enforced 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. Code sections cited are based on the 1997 UBC. 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 vou submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS {1997UBC}tiforw.dot Carlsbad 021856 July 5, 2002 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. 3. Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 1004.2.4. 4. The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 1004.2.3.1. 5. Rooms with more than 10 occupants may have one exit through one adjoining room. Revise exits to comply. Section 1004.2.2. 6. Exits shall not pass through kitchens, store rooms, or spaces used for similar purposes. Section 1004.2.2. 7. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1003.2.8.2. 8. If exit signs are required, provide the following notes on the plans, per Section 1003.2.8.2: a) Exit signs shall be located as necessary to clearly indicate the direction of egress travel. No point shall be more than 100 feet from the nearest visible sign. b) Exit signs shall be readily visible from any direction of approach. Carlsbad 021856 July 5, 2002 9. Show that exits are lighted with at least one foot candle at floor level. Section 1003.2.9.2. 10. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge." In lieu of the above, in a Group B, F, M or S occupancies, you may note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." This signage is only allowed at the main exit. Section 1003.3.1.8. 11. Corridors shall have interior door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 713.2. Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 1004.3.4.3.2.1. 12. Provide a complete architectural section of the corridor, showing all fire-resistive materials and details of construction for all walls, roof and all penetrations. Section 1004.3.4. 13. Duct penetrations of fire-rated corridor construction shall have smoke and fire dampers per Sections 713.10 and 713.11. 14. Provisions in Chapter 7 require special treatment of penetrations at fire-resistive assemblies. Provide typical details on the plans showing how the fire-resistive integrity will be maintained at the following conditions (Include the manufacturers' names and ICBO numbers (or equal) for any sealant): THROUGH-PENETRATIONS (through the entire assembly): Fire-resistive walls shall have penetrations protected with through-penetration fire stops having an F-rating, T-rating or complying with UBC Standard 7-1, depending on their locations, sizes and combustibility. Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having and F-rating, T-rating or complying with UBC Standard 7-1, depending on their sizes, combustibility and whether the penetrations are in walls above. MEMBRANE-PENETRATIONS (through only one side of an assembly): Fire-resistive walls shall have penetrations protected with membrane-penetration fire stops having an F-rating or complying with UBC Standard 7-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 100 sq. in. for any 100 sq. ft. of wall) require no protection. Fire-resistive floors or ceilings having penetrations shall comply with Section 710. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. Carlsbad 021856 July 5, 2002 15. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 709 and 710." 16. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, • MISCELLANEOUS 17. Clearly dimension the distance between the building and the property line. 18. Show the length of the shear wall at line 4 at floor. 19. Complete the lateral analysis for line B' at the floor. 20. The existing masonry building was not addressed in the lateral analysis. It appears that you are mixing the two buildings so that the horizontal force at line B' at the floor will be resisted by the masonry wall. This should not be the case. Make the new building independent of the existing masonry wall. 21. Special inspection is required for the use of epoxy. Complete the attached city form. 22. Show that the separation of the buildings is adequate as required by Section 1633.2.11 of the Uniform Building Code. 23. Please see the following corrections for electrical, plumbing, mechanical and energy. 24. 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. 25. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q 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 Abe Doliente at Esgil Corporation. Thank you Carlsbad 021856 July 5, 2002 PLUMBING, MECHANICAL, AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen 1. The licensed designer must sign the approved set of the plans. PLUMBING (1997 UNIFORM PLUMBING CODE) MECHANICAL (1997 UNIFORM MECHANICAL CODE) 2. Plumbing and Mechanical plans have not been provided for plan check. Please provide for the next plan check submittal. ELECTRICAL (1996 NATIONAL ELECTRICAL CODE) 3. Provide a single line diagram containing the following information: a) Service size (Amperes, voltage, phases). b) Grounding and bonding design. Note: The city of Carlsbad does not allow "rebar" to be used as the grounding electrode, it must be a bare copper conductor installed in the footing.) c) Service overcurrent device description: Number and size (amperes) d) Feeder conductor sizing. 4. How is the existing electrical connected to the new service? If the prior service is to be used as a panelboard, detail the neutral bond disconnection at the existing service. 5. Provide branch circuit conductor sizing for all circuits exceeding 20 amperes in rating. 6. Include a panel schedule showing circuiting and providing a load summary. 7. Be sure to include the electrical design for the supplemental heating specified on the Title 24 energy forms (MECH-1). ENERGY CONSERVATION 8. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad O21856 July 5, 2002 DEPARTMENT OF STATE ARCHITECT TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1998 edition of California Building Code, Title 24. Per Section 101.4.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODELS. ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. ACCESSIBLE PARKING 2. Show on the site plan the required number of accessible parking spaces for new facilities. Per Table 11B-7 the minimum number of spaces is: a) 1 for each 25 spaces up to 100 total spaces. 3. Show that accessible parking spaces comply with Section 1129B.4.1 as follows: a) Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5*0" loading and unloading area on the passenger side of the vehicle. FROM :KELLOGG, MC GRIFF 8, ASSOCIATES FflX NO. :760 436 0859 Apr. 08 2803 li:28flM P2 Carlsbad O21856 July 5, 2002 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 2739 State Street PLAN CHECK NUMBER: 02-1856 I, as the owner, oflaflgntof the owner^eonfractora may not employ the special inspector), certify that I, ,or the architect/engineer of record, will be respons(b'~ *** *-»-•«•>— «-- ; inspectors) as required by Uniform Building Code (UBC) Section OWNER'S NAME: Dr. Laurie Bauer project located at the site listed above. UBC Sectfon^Ws'as. Signed Vf/V/^V^T. "|Y I C_Q cconstruction I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for &e construction project located at the site listed above. Signed 1. List of work requiring special Inspection: Zl Soils Compliance Prior to Foundation Inspection Structural Concrete Over 2500 PSI Prestressed Concrete G Structural Masonry Designer Specified •JIM D Field Welding High Strength Bolting Expansion/Epoxy Anchors Sprayed-On Rreproofing U Other 2. Name(s) of Individuals) or flrm(s) responsible for the special inspections listed above: ' A. B. C. 3. Duties of the special inspectors .for tf)e work lifted above: A. ALL B. C. Special Inspectore sjian check In with me Qty and prws«U their oedanflala for approval banning work on the job site. Carlsbad O21856 July 5, 2OO2 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. O21856 Job Address or Legal Description 2739 State Street Owner P3-- LAOB-UE ^>AVo^g^ Address J-"7 3^ STftTE ST; ^lo&cj . You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. (over) Carlsbad 021856 July 5, 2002 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 021856 PREPARED BY: Abe Doliente DATE: July 5, 2002 BUILDING ADDRESS: 2739 State Street BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDING PORTION Addition Remodel Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 2459 1503 cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 211,474 211,474 $891.52 Plan Check Fee by Ordinance Type of Review: D Repetitive FeeRepeats Complete Review D Other r-. Hourly Structural Only Hour Esgll Plan Review Fee $579.49 $499.25 Comments: Sheet 1 of 1 macvalue.doc DATE: City of Carlsbad Public Works BUILDING PLANCHECK CHECKLIST o I PLANCHECK NO.: CB Cfl Engineering BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER:EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. [A Right-of-Way permit is required prior to construction of the following improvements: By: DENIAL Please see—the, attached report of deficiencies marked Vith_Qi-MaKe necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By:Date: FOR OFFICIAL USE ONLY GINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: ATTACHMENTS D Dedication Application D Dedication Checklist U Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application rj Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: CA 92008J-7314 • (760) 6O2-2720 • FAX (76O) 602*856® BUILDING PLANCHECK CHECKLIST RD SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow ^\ Right-of-Way Width & Adjacent Streets & Proposed Structures ^-Or" Driveway widths Street Improvements ^H:—Existing or proposed sewer lateral JJr'Property Lines ^U—-Existing or proposed water service E. Easements J. Existing or proposed irrigation service 2. Show on site plan: rainage 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. B. C. D. CD 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 HAWORDtDOCSCHKLSTOuUing Ptonch** Ckbl Form (Generic).**Rev, 7/14/00 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Cqndijions of approval for Project No. tL\ D D 4b. All conditions are in compliance. Date; DEDICATION REQUIREMENTS 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 1/2B x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $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 H:\WORD\DOCS\CHKLST\Buldlng Planctieck CWsl Forni (RIDDLE - HARVEY 7-12-OOJ.doc ,.ST «ND oRD BUILDING PLANCHECK CHECKLIST 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: D 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 Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: HH 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: D D D 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. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. d [H 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). ] D 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: C] D 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD\DOCS\CHKLST\BuiMing Plsncheck Cklst Forni (GENERIC 7-14-QO).doc BUILDING PLANCHECK CHECKLIST * ST 2ND 3RD Q] O Q 7d .No Grading Permit required. D D CD 7e- If Grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS D D D 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: D 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: D D D 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. CgJ 11 ._Q> Required 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. mwoRODOCS\CHKLSTOulding Pbncteck CW« Forni (GwwrtcMtoc BUILDING PLANCHECK CHECKLIST 1ST )ND >RD ODD • 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 "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+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 H:\wOfiDJXXS\CHKLSm*Hng Ptoncheck Ckbt Forni (Gwiertc).itoe 6 R«v. 7/14/00 BUILDING PLANCHECK CHECKLIST I ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. H D EH 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. X^fiowever, let the applicant know that we cannot guarantee the refund, and •" ' they must deal with the SDCWA for this. 13. Additional Comments: H:\WOFWDOCS\CHKLST\Buidlng PUntiwck CMM Form ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET P Estimate based on unconfirmed information from applicant. D Calculation based on building plancheck plan submittal. Address:/Bldg. Permit No.-/$ 5 (? Prepared by Date:Checked by:Date: EDU CALCULATfOMS: List types and square footages for all uses. Types of Use: ///frd. fffl s°.- Ft./Units:_ Types of Use: Sq. Ft./Units: APT CALCULATIONS: List types and square footages for all uses. /// $ jf/iTypes of Use: /V/// M(7 Sq. Ft./Unii Types of Use: Sq. Ft./Units: EDU's: EDU's: ADT's: ADT's: / FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-1N-LIEU FEE FEE/UNIT: PARK AREA & #: X NO. UNITS: D 2. TRAFFIC IMPACT FEE ADT's/UNITS:T: P 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 ADT's/UNITS: ____ X FEE/ADT: DIST. #2 D 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.:__ _ P 5. SEWER FEE EDU's: BENEFIT AREA: EDU's: ZONE: X FEE/SQ.FT./UNIT:. X _ A FEE/EDU: P 6. SEWER LATERAL {$2,500} P 7. DRAINAGE FEES PLDA_ ACRES: HIGH r7 /LOW = $ X =$-77 P 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Word\Docs\Mlsfomis\Fee Calculation Wortsh«*t Iof2 Rev. 7/14/00 City of Carlsbad Housing & Redevelopment Department February 13, 2003 DR. LAUREN BAUER 2739 STATE STREET CARLSBAD, CA 92008 SUBJECT: CARLSBAD ANIMAL HOSPITAL (RP 02-26) Dear Dr. Bauer: On February 4, 2003 the Housing and Redevelopment Commission conditionally approved Major Redevelopment Permit No. RP 02-26 for property located at 2739 State Street. Enclosed please find copies of the resolutions that have been approved for the proposed project. These resolutions include the conditions of approval for the project. Your next step is to obtain the appropriate building permits to construct the proposed addition. Please note, many of the conditions of approval must be satisfied prior to the issuance of building permits. If you have any questions and/or comments regarding this correspondence, please contact my office at (760) 434-2813. Congratulations on the approval of your project and may you have much success in the coming year! Since LORI H. ROSENSTEIN Management Analyst Enclosure c: Shanna McGriff, (enclosure w/ copy of approved plans) David Rick, Engineering - - Greg Fisher, Planning Pat Kelley, Building Greg Ryan, Fire Prevention Larry Black, Landscape Plan Review JUNE 2, 2003 TO: BUILDING DEPARTMENT FROM: Management Analyst, Redevelopment Department REMODEL AND ADDITION TO CARLSBAD ANIMAL HOSPITAL LOCATED AT 2739 STATE ST. - PLAN CHECK NO. CB021856 The Housing and Redevelopment Commission approved this project on February 4, 2003. The following corrections and conditions of approval must be satisfied prior to the issuance of the building permit: Plan Corrections: 1. Modify sign plan information on sheet D1 to refer to sheet D5 instead of D9. 2. Modify wall sign on face of building so that the wall sign area and the monument sign area combined do not exceed 42 square feet. Show dimensions of wall sign on sheet D5. Conditions of Approval: 1. Final landscape and irrigation plans must be approved. 2. Developer shall submit to the Housing and Redevelopment Department a reproducible 24" x 36", mylar copy, of the final site plan. 3. Prior to issuance of a building permit, Developer shall submit to the City a Notice of Restriction to be filed in the Office of the County Recorder. A copy of the Notice of Restriction has been prepared and sent to the applicant's representative. This information has been entered into Permits Plus. If you have any questions, please contact me at x2813. LORI H. ROSENSTEIN c: Shanna McGriff, Kellogg, McGriff & Associates Carlsbad Fire Department 021856 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 08/01/2002 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: Shanna Me Grif 1071 Stratford Drive City, State: Encinitas CA 92024 Plan Checker: Job Name: Carlsbad Animal Hosp Job#: 021856 Job Address: 2739 State Street Bldg #: CB021856 Ste. or Bldg. No. Approved 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 and standards. Please review carefully ajl comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. LJ Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. LJ Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review FD Job # 1 St 2lTl 3rd 021856 FDFile# Othsr Agpnny in — P 0' I—1 ^_> TOBifv^u O 2.<£ ' .- S o PAGE / OF J BY: APPRQV ~r OCT 0 2 Z003 City of CARLSBAD- BUILDING DEPT. 2£*lf¥ Hl*J t PROJECT, ENGR _ DATE _ MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 909-296-1047 ptROZZ** JOB#PAGE 2. OF PROJECT ENGR DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE J OF 2 NO,5~ PRQJEfTT ENGR DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-29B-1O47 '— ^ ' •2 <*G G eu o wH JOB#PAGE OF ATTACH£7) .AT V&ST <RSR f&W PROJECT ENGR DATE 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE 2- OF 3, AT OR. // 7/0 TJJ/PR& 3^3 A PROJECT ENGR - DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF rep. 79 3 'fr X 1/7& Pflt^f L AU. \t PROJECT- ENGR - DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB*PAGE OF - LACKS A5 PROJECT. ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 u i JOB#PAGE OF Jb. VL % HL 6-7 kY^G^V^O^OW" P2.400 DL t-L.4 PROJECT ENGR - DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 MANNING ENGINEERING 31892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 p*ione:(909)296-1044 fax:(909)296-1047 i>«^ (inVtft «) 1SW-99 BNERCALC Description !«•>, WtoB ANIMAL HOSPITAL Title: Dsgnr Description: Scope: Timber Beam Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Point #1 DL LLex Results Mmax@ Center<gx = fb; Actual Fb : Allowable fv : Actual Fv : Allowable in in ft psi psi ksi FJ@16"OC 2x12 1.500 11.250 0.00 1,000.0 85.0 1,600.0 1.000 Sawn No n #/ft #/ft Ibs Ibs ft 13,00 16.00 67.00 Ratio = 0.6650 in-kn psi psi psipsi 21.04 6.50 665.0 1,000.0 JHD8 4x6 3.500 5.500 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No SKttOBftBBW 4.00 354.00 348.00 0.6936 16.85 2.00 954.8 1,300.0Bcwfiag OK Bending OK 41.0 85.0Shew OK 84.9 95.0Shew OK & Joist Job* ' Date: 8:OOAM, 20 SEP 03 Page 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements FBM5 4x8 3.500 7.250 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No 6.00 323.00 314.00 0.9513 34.40 3.00 1,121.9 1,200.0 BfDdbgOK 90.4 95.0Shew OK FBM9 PrUm:3.5 3.500 11.875 0.00 Troufottt-MicMil 2,900.0 290.0 2,000.0 1,000 Manuf/PineNo 4.50 128.00 325.00 2,400.00 1,800.00 2.500 0.3624 69.53 2.50 845,3 2,900.0BoxlBf OK 105.1 290.0Shew OK FBM7 4x8 3.500 7.250 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No 2.50 323.00 314.00 .0.2576 5.97 1.25 194.8 1,200.0 BaxttngOK 24.5 95.0Shew OK Reactions | @ Left End DL LL Max. DL+LL ©Right End DL LL Max. DL+LL ibs Ibs Ibs Ibs Ibs Ibs 104.00 435.50 539.50 104.00 435.50 539.50 708.00 696.00 1,404.00 708.00 696.00 1,404.00 969.00 942.00 1,911.00 969,00 942,00 1 ,91 1 .00 1,354.67 1,531.25 2,885.92 1,621.33 1,731.25 3,352.58 403.75 392.50 796.25 403.75 392.50 796.25 Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in in in ft -0.036 4,320.6 -0.151 1,031.8 -0.187 6.500 832.9 -0.025 1,942,0 -0.024 1,975.5 -0.049 2.000 979.3 -0.050 1,444.5 -0.048 1,485.9 -0.098 3.000 732.4 -0.009 5,910.4 -0.009 5,991 .1 -0.018 2.304 2,975.3 -0.002 19,968.1 -0.001 20,540.5 -0.003 1.250 10,125.1t CARL/bAP AfllMAL HQ/PITAL EXIT A/IADC/]/ PUA (TIR/T f LOOR PLA/1) /ituyroR&GC. = "nJ /icv Loiwff.StoyQUUCrKTOSOCCWMt/)> rj e&\_iL f\:^'^\.- /-^ / 1OOOO*V(I/ ^-'pOOOt/CC^ICtT/Dll, A/WAL hO/PITAL EXIT A/1AL37]/ PLA/1 (/ECO/ID TLOOR PLVlT /icy ON,O STRUCTURAL CALCULATIONS FOR TWO STORY WOOD FRAME ADDITION TO AN EXISTING SINGLE LEVEL MASONRY DOILDING FOR CARLSRAD ANIMAL HOSPITAL 2739 STATE STRRET GARLSDAD.CA. 92008 GOVERNING CODE 1998CBC WIND 70 MPH EXP C ENGINEER : BRUCE J. MANNING, RCE MANNING ENGINEERING INC. 41892 ENTERPRISE CIR. ,Ste. E TEMECULA, CA 92590 (909) 296-1044 fax (909) 296-1047 Bruce J Manning RC£ C038456 _ Project #2530 PAGE ' OF 1.0 MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E ENGR TEMECULA, CALIFORNIA 92590 n.Tp PHONE 909-296-1044 UAI t FAX 909-296-1047 JOB#PAGE OF 3.O LA/CUT X PROJECT. DATE MANNING ENGINEERING, INC, 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB #PAGE OF 4.O PROJECT ENGR nATP u"lt: MANNING ENGINEERING, INC. 41 892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1 044 FAX 909-296- 1047 JOB # PAGE ff OF 4.0 _ * 92 / 7' PROJECT MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E ENGR TEMECULA, CALIFORNIA 92590 n.Tp PHONE 909-296-1044 UM11 FAX 909.296-1047 JOB# PAGE C OF \A/ s X X / I/ 75" f,00 PROJECT MANNING ENGINEERING, INC, 41892 ENTERPRISE CIRCLE SO., STE. E ENGR TEMECULA, CALIFORNIA 92590 nATC PHONE 909-296-1044 UAI b FAX 909-296-1047 JOB # PAGE b OF r ttrjt • 5" - PROJECT MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E — TEMECULA, CALIFORNIA 92590 p. ATF PHONE 909-296-1044 Mlt FAX 909-296-1047 JOB# 4. C PAGE ~~) OF -UPLIFT} ^ £7 PROJECT. ENGR - DATE MANNING ENGINEERING, INC 41892 ENTERPRISE CIRCLE SO., STE--E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF LIME &x <g = \\\(t PROJECT. ENGR _ DATE MANNING ENGINEERING, INC, 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE 10 OF £ ,,H 7 H4(7?%1 = PROJECT^ ENGR - DATE _ MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB #PAGE OF Line « V PROJECT. ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB #PAGE OF H'O1 UHlfT: J- PROJECT. ENGR _ DATE _ MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF V -© _L PROJECT ENGR _ DATE MANNING ENGINEERING, INC, 41892 ENTERPRISE CIRCLE SO-, STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF itr © PROJECT. ENGR _ DATE _ MANNING ENGINEERING, INC, 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF Llflt 0 V = OMFT = PROJECT. ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 i WT imr SHEARWATX AND CONNECTIONS MARK A 2 3 4 5 6 "7 8 9 . VMJ. 100 PLF 1SOPLF 175 PLF 180 PLF 280 PLF 430 PLF 550 PLF 730 PLF 870 PLF MATERIAL GYPSUM WALL BOARD 1/2" 5d COOLER NAILS AT 7" OC BN, EN & FN UNBLOCKED ON STUDS 16" OC GYPSUM WALL BOARD 1/2" 5d COOLER NAILS AT 4" OC BN, EN & FN UNBLOCKED ON STUDS 16" OC GYPSUM WALL BOARD 5/8" 6d COOLER NAILS AT 4" OC BN, EN & FN BLOCKED ON STUDS 16" OC 7/8" PORTLAND CEMENT PLASTER ON EXPANDED METAL OR WOVEN WIRE LATH WITH 1 1 GAGE 1 1/2" LONG, 7/16" HEAD OR NO. GAUGE STAPLE 7/8" LEGS AT 16" OC BN; EN & FN ON STUDS 16" OC• i 3/8" WOOD STRUCTURAL . 8d-6"OC£N,12"OCFN2X STUDS 16" OC Hi.nrKEn 3/8" WOOD STRUCTURAL 3d - 4" OC EN, 12" OC FN 2X STUDS lfi""QC BLOCKED 3/8" WOOD STRUCTURAL PANEL 8d - 3" OC EN, I2T* OC FN INTERMEDIATE STUDS 2X AT EDGETSAILING TO ABUTTING PANELS 3X STUDS REQUIRED FRAMING 16" QC BLOCKED 3/8" WOOD STRUCTURAL PANEL 8d - 2* OC EN, 12" OC INTERMEDIATE STUDS 2X AT EDGE NAILING TO ABUTTING PANELS 3X STUDS REQIHRED FRAMING 16" OC BLOCKED 15/32" WOOD STRUCTURAL PANEL lOd - 2" OC EN, 12" OC FN INTERMEDIATE STUDS 2X AT EDGE NAILING ABUTTING PANELS 3X STUDS REQUIRED FRAMING 16" OC BLOCKED TOP PLATE CONNECTION A 35F-18"OC SEE NOTES #3 A 35F - 32" OC SEE NOTES #3 A 35F - 32" OC SEE NOTES #3 A 35F - 32" OC SEE NOTES #3 A35F-I2"OC A 35F - 8" OC A 35F - 8" OC A35F-6"OC A 35F - 6" OC SELL PLATE CONNECTION 16d-8"OC 16d - 8" OC 16d-8"OC I6d-8"OC 16d-6"OC 3XSILU 3/8 O X 6" LAG SCREW AT8"OC 3X SILL 3/8" O X 7" LAG SCREW AT 6" OC 3X SILL 3/8 OX T LAG SCREW AT 6" OC . 3 X SILL, 3X BLOCKING/ RIM JOIST LAG SCREW 3/8 OX 7" ' AT 4" O.C, 1. ALL PLYWOOD FOR SHEAR TO BE STRUCTURAL I 2. ALL GYPSUM TO BE REDUCED 50% IN SEISMIC ZONE 3 AND 4 3. ALL BLOCKING TO HAVE ONE A 35 MINIMUM UNO 4. NOTE: SEE STANDARD DEATH-S SWI & SW2 FOR CONNECTION UNO 5. FOR SHEATHING ON BOTH SIDES OF WALL FOR EN LESS THAN 6-OC EITHER STAGGER JOfeNT&ON STUDS OR USE 3 X FRAMING i 1 JOB#PAGE OF 1997 UBC SILL BQLTIMG MARK © ® ® ® ® ® © ® ' V (allowable) 150 PIT 225 PLF 350 PLF 560 PLF 840 PLF 1130 PLF 1610 PLT 1870 PLF SILL AND BOLTING 2r PRESSURE TREATED 5/8" X !•*" ANCHOR BOLTS AT 48" O.C. 2x PRESSURE TREATED 5/8' X 14" ANCHOR BOLTS AT 33" O.C. 2x PRESSURE TREATED 5/8" X I4" ANCHOR BOLTS AT 24" 0-C. 3x PRESSURE TREATED 5/8" X 14" ANCHOR BOLTS AT 34" O.C. 3x PRESSURE TREATED 5/8' X 14" ANCHOR BOLTS AT 16" O.C. 3i PRESSURE TREATED 5/8" X 1*" ANCHOR BOLTS AT 12" O.C. 3r PRESSURE TREATED 3/4" X 1*" ANCHOR BOLTS AT 12" O.C. 3x PRESSURE TREATED 7/8" X I*" ANCHOR BOLTS AT 13" O.C. 1 BBS me an.i. ROOF or FLOOR (ROOF SHOTTN) SINGLE SHEAR DOUBLE SHEAR - SOUP BLOCK A35F EACH SIDE PER SHEAR SCHEDULE (ST-1) TOP PLATE CONNECTION ,TYPICAL U.N.O. B.N.- -SILL and SILL CONNECTION PER SCHEDULE -B.N. -BLOCKING or RQI JOIST -TOP PLATE <SEE SW-1) (STT-2) SILL CONNECTION - RAISED FLOOR TYPICAL U.N.O. 1. BOLTS TO BE EMBEDDED A UHfltfUM OF 7" INTO FD3ST POUR ON TWO POUR SYSTEMS 2. BOLTS AT CONCRETE CURBS TO BE EMBEDDED 7" lONOCUU INTO POUR EXCLUDING CURBS. 3. ALL BOLTS FOR (T) THRU (5) TO HAVE 2 i 2 I 3/16" PLATE WASHER 4. BOLTS © AND (§) TO HAVE 3 x 3 z 3/16" PLATE TASHER PROJECT. ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 {•PAGE OF PHD PHDS '55T82f 24 SSJ &28 24 S5T&34 22 ' 72V7 10 PROJECT. ENGRN - DATE MANNING ENGINEERING 41892 B^TERPRISE CIRCLE SO., STE. E TEMECULA CA 92590 PHONE (90S) 678-1844 FAX (909) 694-6026 PAGE QF $5; r HD&A 55 7 S It, IL SST8ZZ 53782$ 2.4 55 T 62 3 1C 2% LOAD PROJECT.MAiNNING ENGINEERING 41892 ENTERPRISE CIRCLE SO.. STE. E TEMECULA, CA 92590 PHONE (909) 376-1844 FAX (909) 694-6026 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 I Rev: JIWOOUKT KW-WamS.VerS.l.J, ZZ-hn-1 |(c) 19B3-99 BNEBCALC Description m.wicsi RHD1-RHD8 Title: Dsgnr: Description : Scope : Timber Beam & Joist Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status in in ft psi psi ksi RHD1&3 4x4 3.500 3.500 0.00 1,000.0 95.0 1 ,700.0 1.250 Sawn No RHD2 4x4 3.500 3.500 0.00 1,000.0 95.0 1,700.0 1.250 Sawn No Date: 4:40PM Job* 24 MAR 03 Page 1 a: \an.ho5p.ecw :Calculations Calculations are designed to 1997 NDS and 1997 UBC Requirements RHD4 4x4 3.500 3.500 0.00 1,000.0 95.0 1,700.0 1.250 Sawn No RHD5 4x4 3.500 3.500 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No RHD6 4x4 3.500 3.500 0.00 1,000.0 95.0 1 ,700.0 1.250 Sawn No RHD7 4x4 3.500 3.500 0.00 1,000.0 95.0 1,700.0 1.250 Sawn No RHD8 4x14 3.500 13.250 0.00 1,000.0 95.0 1 ,700.0 1.250 Sawn No Center Span Data | Span Dead Load Live Load Point #1 DL LL @X Results Mmax @ Center @X = fb : Actual Fb : Allowable fv : Actuaf Fv : Allowable Reactions @ Left End DL LL Max. DL+LL @ Right End DL LL Max. DL+LL ft #/ft #/ft Ibs Ibs ft 2.00 153.00 56.00 Ratio = 0.1534 in-kn psi psi psipsi 1.25 1.00 175.5 1 ,875.0 Bending OK 18.2 118.8Shear OK Ibs Ibs Ibs Ibs Ibs Ibs 153.00 56.00 209.00 153.00 56.00 209.00 2.00 212.00 112.00 0.2379 1.94 1.00 272.0 1,875.0 Bending OK 28.2 118.8Shear OK 212.00 112.00 324.00 212.00 112.00 324.00 3.00 212.00 112.00 0.4049 4.37 1.50 612.1 1 ,875.0 Bending OK 48.1 118.8Shear OK 318.00 168-00 486.00 318.00 168.00 486.00 3.00 221.00 120.00 0.5327 4.60 1.50 644.2 1,500.0 Bending OK 50.6 95.0Shear OK 331.50 180.00 511.50 331.50 180.00 511.50 jHaeovHOOaPeaf1Vffffff/C1VK 3.00 170.00 72.00 0.3024 3.27 1.50 457.2 1 ,875.0Beating OK 35.9 118.8Shear OK 255.00 108.00 363.00 255.00 108.00 363.00 2.00 161.00 64.00 0.1652 1.35 1.00 188.9 1,875.0 Bending OK 19.6 118.8Shear OK BpftHftHHTjfflfriffMHifl^^ 161.00 64.00 225.00 161.00 64.00 225.00 3.00 161.00 64.00 3,176.00 2,554.00 1.000 0.5445 I 48.37 1.01 472.3 1,250.0 Bendtng OK 64.7 118.8Shear OK 2,358.83 1 ,798.67 4,157.50 1,300.17 947.33 2,247.50 Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in in in ft -0.003 9,263.4 -0.001 25,308.8 -0.004 1,000 6,781 .3 -0.004 6,685.3 -0.002 12,654.4 -0.005 1.000 4,374.4 -0.018 1,980.8 -0.010 3,749.5 -0.028 1.500 1,296.1 -0.019 1,900.2 -0.010 3,499.5 -0.029 1.500 1,231.5 -O.015 2,470.2 -0.006 5,832.5 -0.021 1.500 1 ,735.3 -0.003 8,803.1 -0.001 22,145.2 -0.004 1.000 6,299.1 -0.003 14,093.4 -0.002 18,447.4 -0.005 1.380 7,989.6 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 Dttev: JIOJOO Via: KWJMD19I3. Va ].1.3. 22-lua- t) 1W3-99 ENBRCALC Description W.WtoM BM1-BM3/CBM1-2 Title: Dsgnr: Description : Scope: Timber Beam Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Point #1 DL LLex Cantilever Span Span Uniform Dead Load Uniform Live Load Point #1 DL LL@x Results Mmax @ Center@x = Mmax @ Cantilever fb : Actual Fb : Allowable fv : Actual Fv : Allowable Reactions @ Left End DL LL Max. DL+LL @ Right End DL LL Max. DL+LL Deflections WNmHQQ9MmmammmomMWQV& Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in in ft psi psi ksi BMl 4x10 3.500 9.250 0.00 1,000.0 95.0 1,700.0 1.250 Sawn No ft 12.00 #/ft #/ft Ibs Ibs ft 128.00 120.00 nmnffwt ft f/ft #/ft Ibs Ibs ft Ratio = 0.7155 B88H8BBH8I in-k ft in-k psi psi psi psi 53.57 6.00 0.00 1 ,073.3 1,500.0 Bending OK 60.1 118.8Shear OK Ibs Ibs Ibs Ibs Ibs Ibs 768.00 720.00 1,488.00 768.00 720.00 1,488.00 in in in ft -0.152 946.3 -0.143 1,009.4 -0.295 6.000 488.4 BM2 4x10 3.500 9.250 0.00 1,000.0 95.0 1 .700.0 1.250 Sawn No 5.50 68.00 64.00 0.1020 5.99 2.75 0.00 120.0 1.500.0 Balding OK 12.1 118.8Shear OK 187.00 176.00 363.00 187.00 176.00 363.00 JBPWPBOOWWOWWWMW -0.004 18,500.1 -0.003 19,656.4 -0.007 2.750 9,530.4 - i t ' / & Joist / /'• Job# Date: 4 -40PM, 24 MAR 03 Page 1 «: \an . hosp. ec w : Calculations•vilv1*^ft«ypoo^o^oaoyftaqy«iflfff^flprty^iiiQ«™Q^^ Calculations are designed to 1997 NDS and 1997 UBC Requirements BM3 Prflm; 3.5 3.500 11.875 0.00Trass Joist - MuMil 2,900.0 290.0 2,000.0 1.250 Manuf/Pine No MBttaaaflHMiaiMacBflfliKMflMt 4.00 127.00 72.00 BmwAJAiBiWWPB^^ro 4.50 127.00 72.00 955.00 896.00 4.500 0.4163 0.00 0.00 -124.13 1,509.0 3,625.0 Bending OK 100.7 362.5Shear OK -1,141.84 -1 ,046.25 -2,188.09 3.176-34 2,554.25 5,730.59 WWWWMflWOWmW™™ 0.009 5.099.8 0.008 5,830.4 0.018 2.336 2,720.4 CBMl PtUm:3.5 3.500 11.875 0.00 TIUSI Joist - MicMU 2,900.0 290.0 2,000.0 1.000 Manuf/Pine No 17.00 50.00 1,257.00 1,179.00 8.500 0.6117 145.91 8.50 0.00 1,773.8 2,900.0 Bending OK 57.6 290.0Shear OK 1,053.50 589.50 1,643.00 1,053.50 589.50 1,643.00 -0.324 630.1 -0.213 955.6 -0.537 8.500 379.7 CBM2 4x8 3.500 7.250 0.00 1,000.0 95.0 1 ,700.0 1.000 Sawn No 7.50 50.00 250.00 235.00 3.750 CimOMtetidlRflHwSm 0.4112 i 15.13 3.75 0.00 493.5 1,200.0Bending OK 23.6 95.0Shew OK iMMftWM^ftft^^ 312.50 117.50 430.00 312.50 117.50 430.00 wowcwQ0oflWQwtfcfcdteofiWflH&6^^ -0.039 2,311.7 -0.019 4,764.8 -0.058 3.750 1 ,556.5 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 Title: Dsgnr: Description Scope: Job* Date: 4:40PM, 24 MAR 03 REV: 510300 Vtcr. KW-OW2MJ. Ver M.S. H-Jin-lSM, WtaK|c) 1983 W ENBRCALC Timber Beam & Joist Page 2 a: \an. hosp. ecw: Calculations Description BM1-BM3/CBM1-2 Cantilever DL Defl Cantilever LL Defl Total Cant. Defl L/Defl Ratio -0.119 -0.103 -0.223 484.6 •22- MANNING ENGINEERING 41892 Enterprise Cir. So. Ste, E Tern ecu la, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 Ce*VT 510300liter. XW-MBPIS, VwJ.1.3, 2WOU-1999. WtaB |c) 1 W-» BNESCALC Description Title: Dsgnr: Description : Scope: Timber Beam & Joist Job# Date: 2:13PM, 25 MAR 03 Page 1 a:\jn.hosp.ecw:Ca)culationi RHD9-RHD1 5/RR@24"OC Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Baste Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status in in ft psipsi ksi BBDS 4x4 3.500 3.500 0.00 1,000.0 95.0 1,700.0 1.250 Sawn No RHD10-12 4x4 3.500 3.500 0,00 1,000.0 95.0 1,700.0 1.250 Sawn No Calculations are designed to 1997 NDS and 1997 UBC Requirements BHD13 4*4 3.500 3.500 0.00 1,000.0 95.0 1,700.0 1.250 Sawn No KHD14 4*10 3.500 9.250 0.00 1,000.0 95.0 1,700.0 1.250 Sawn No KHD15 3.500 5.500 0.00 1,000.0 95.0 1 ,700.0 1.250 Sawn No ZxS 1.500 7.250 0.00 1,210.0 85.0 1,600.0 1.250 Sawn No Center Span Data Span Dead Load Live Load Point #1 DL LL Point #2 DL LL Results Mmax @ Center ft) ; Actual Fb : Allowable fv: Actual Fv : Allowable Reactions u iBHSBBSUfffSSffPBBffRffSftSffflff&BffBBffffSBSl @ Left End DL LL Max. DL+LL @ Right End DL LL Max. DL+LL n #m Ibs Ibs ft Ibs Ibsn 3.00 170.00 72.00 Ratio = 0.3024 in-kn psi psi psi psi Ibs Ibs Ibs Ibs Ibs Ibs 3.27 1.50 457.2 1,875.0Bending OK 35.9 118.8Shew OK 255.00 108.00 363.00 255.00 108.00 363.00 3.00 161.00 64.00 0.2812 3.04 1.50 425.1 1,875.0BakdfneOK 33.4 118.8Shew OK 241.50 96.00 337.50 241.50 96.00 337.50 3.00 161.00 64.00 0.2812 3.04 1.50 425.1 1,875.0BeodhttOK 33.4 118,8Shew OK 241.50 " 96.00 337.50 241.50 96.00 337.50 4.50 255.00 152.00 1,054.00 590.00 3,500 0.7361 24.19 3,15 484.7 1,500.0 BendbcOK 87.4 118.8Shew OK 807.97 473.11 1,281.08 1,393.53 800.89 2,194.42 3.00 161.00 64.00 187.00 176.00 0.500 313.00 118.00 2.000 0.4469 6.90 1.87 390.9 1,625.0 BeMfincOK 53.1 118,8Shew OK 501.67 282.00 783.67 481.33 204.00 685.33 12.00 34.00 32.00 0.5977 | 14.26 6.00 1,084.9 1,815.0 Bending OK 49.4 106,3Shear Og 204.00 192.00 396.00 204.00 192.00 396.00 Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location UDefi Ratio in in in ft -0.015 2,470.2 -0.006 5,832,5 -0.021 1.500 1 ,735.3 -0.014 2,608.3 -0.005 6,561.5 -0.019 1.500 1,866.4 -0.014 2,608.3 -0.005 6,561.5 •O.019 1.500 1,866.4 -Q.012 4,683.9 -0.007 8,095,5 -0.018 2.376 2,967.2 -0.008 4,637.7 -0.004 10,008.9 -0.011 1.512 3,169.7 -0.208 691.9 -0.196 735.1 -0.404 6.000 356.4 . MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 phone:(909)296-1044 fax:(909)296-1047 H«v: 310300 Uier KW-06D191J. V«rS.l.3. 22-Iu> j (cllSW-WENERCALC Description —BM4-BM6 Title : Job # Dsgnr: Date: 2:34PM, 25 MAR 03 Description : Scope: Timber Beam & Joist a.Van hospecw .<2£tfoL Timber Member Information Timber Section Seam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data MaponaaaS^o^KooaooMOOOOOOOOoamaeao Span Dead Load Live Load Results Mmax @ Center fb : Actual Fb : Allowable fv ; Actual Fv : Allowable Reactions @ Left End DL LL Max. DL+LL @ Right End DL LL Max. DL+LL in in ft psi psi ksi ft ff/ft BM4 6x12 5.500 11.500 0.00 1,350.0 85.0 1,600.0 1.250 Sawn No 16.00 118.00 64.00 Ratio = 0.3416 in-k ft psi psi psi psi Ibs Ibs Ibs Ibs Ibs Ibs 69.89 8.00 576.5 1,687.5Baring OK 30.7 106.3Shear OK 944.00 512.00 1,456.00 944.00 512.00 1,456.00 BM5 6x12 5.500 11.500 0.00 1,350.0 85.0 1,600.0 1.250 Sawn No 13.00 118.00 64.00 0.2260 46.14 6.50 380.6 1 ,687.5Bending OK 24.0 106.3Shear OK jgatftBBBanauiuiiiiun • IMIUI 767.00 416.00 1,183.00 767.00 416.00 1,183.00 Calculations are designed to 1997 NDS and 1997 UBC Requirements I BM6 6x12 5.500 11.500 0.00 1,350.0 85.0 1,600.0 1.250 Sawn No 1*™a*™™u™u™u™u™V™""1'"1' 1 VH1M1111 1 11 1 1 Wm««H8m'V'!WW'qMWW"WHI 11" 11 ' 111 VI ' V" *" " Miu«BM»iiuuuguuffi 12.00 118.00 64.00 0.2067 | 39.31 6.00 324.3 1,687.5Bending OK 22.0 106.3SbexrOK 708.00 384.00 1,092.00 708.00 384.00 1 ,092.00 Deflections ; Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in in in ft -0.156 1,230.7 -0.085 2,269.2 -0.241 8.000 797.9 -0.068 2,294.5 -0.037 4,230.5 -0.105 6.500 1,487.7 -0.049 2,917.3 -0.027 5,378.7 -0.076 6.000 1 ,891 .4 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 ftev: J10300 MHT. KW OOTI915. \a i.l.J. H-Jvn-lW WtoSl(c) 1983-99 ENEHCALC Description H1-H3 Title: Jobff Dsgnr: Date: 2:1 3PM, 25 MAR 03 Description : Scope ; Multi-Span Timber Beam ,. h ^*~ a: \an.nosp. ecw:Calciilation3 General Information All Spans Considered as Individual Beams Fb : Basic Allow 1 ,000.0 psi Elastic Modulus 1 ,600.0 ksi Fv : Basic Allow 85.0 psi Load Duration Factor 1 .250 Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Member Information Description SpanTimber Section Beam Width Beam Depth End Fixity Le: Unbraced Length Member Type n in in ft HI 13.00 2x12 1.500 11.250 Pin-Pin 0.00 Sawn H2 5.502x12 1.500 11.250 Pin-Pin 0.00 Sawn H3 8.67 2x12 t.500 11.250 Pin-Pin 0.00 Sawn Loads Live Load Used This Span Dead Load @ Lett Dead Load @ Right Live Load @ Left Live Load @ Right Start End Results•mmm«p^^^^^«»mi««Mi«miiih« Mmaxg Cntr@x = Max @ Left End Max @ Right End fb : Actual Fb : Allowable Shear @ Left Shear @ Right fv . Actual Fv : Allowable ? #m#m#/n#/ttftft in-k ft in-k in-k psi psi k k psi psi Yes 145.00 136.00 13.000 36.6 5.46 0.0 0.0 1,155.4 1,250.0Bending OK 1.22 0.61 87.3 106.3 Shear OK Yes 68.00 64.00 5.500 **t*********^f™"*>Me* 3.1 2.31 0.0 0.0 97.1 1,250.0Bending OK 0.24 0.12 11.7 118.8 Shear OK Yes 102.00 96.00 8.670 _u_ ^__ „ „ ^ _ _, 11.5 3.64 0.0 0.0 362.1 1,250.0Bonding OK 0.57 0.29 35.5 118.8 Shear OK Reactions & Deflection DL @ Left LL @ Left Total @ Left DL @ Right LL @ Right Total @ Right Max. Deflection @x = k k k k k k in ft 0.63 0.59 1.22 0.31 0.29 0.61 -0.318 6.24 0.12 0.12 0.24 0.06 0.06 0.12 -0.005 2.64 0.29 0.28 0.57 0.15 0.14 0.29 -0.044 4.16 Query Values Location Moment Shear Deflection ft in-k Ibs in 0.00 0.0 1.2 0.0000 0.00 0.0 0.2 0.0000 0.00 0.0 0.6 0.0000 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 Title: Dsgnr: Description: Scope: Job# Date: 2:34PM, 25 MAR 03 I Rev: JI0300(Jier KW-WBI9M. Vet S 1.3, HJin-1999, Win32 '«) 19*3-» BNERCALC Timber Beam & Joist Page 1 a: \an. hosp. ecw: Calculations Description RHD16-RHD21 Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Results Mmax @ Center @X = fb : Actual Fb : Allowable fv : Actual Fv : Allowable in in ft psi psi ksi RHD16 4x6 3.500 5.500 0.00 1,000.0 95.0 1,700.0 1.250 Sawn No BrowraflhaB ""*"" •*•"—"" JL" -"R #mw waawnai in •» n in ii»nanna» 4.00 178.00 64.00 Ratio = 0.2465 in-kn psi psi psi psi 5.81 2.00 329.1 1,625.0Bending OK 29.3 118.8Shear OK RHD17 4x4 3.500 3.500 0.00 1,000.0 95.0 1 ,700.0 1.250 Sawn No 2.00 229.00 64.00 0.2151 1.76 1.00 246.0 1 ,875.0Bending OK 25.5 118.8Shear OK Calculations are designed to 1997 NDS and 1997 UBC Requirements IghtUBIHMgMhllUUiWBlHMH^^ U UUUUULiUUULJUJMiUMHaUUUIMUBKJUUMMJU^ RHP18 4x10 3.500 9.250 0.00 1,000.0 95.0 1,700.0 1.250 Sawn No 7.00 399.00 256.00 0.7013 48.14 3.50 964.6 1,500.0Bending OK 83.3 118.8Shew OK RBD19 4X4 3.500 3.500 0.00 1,000.0 95.0 1 ,700,0 1.250 Sawn No 2.50 399.00 256.00 0.6484 6.14 1.25 859.3 1,875.0Bending OK 77.0 118.8Shew OK RHDZfl 4xtf 3.500 5.500 0.00 1,000.0 95.0 1,700.0 1.250 Sawn No 5.50 237.00 160.00 0.6282 18.01 2.75 1,020.9 1,625.0Bending OK 71.5 118.8SbemrOK RHTO1 4x6 3.500 5.500 0.00 1,000.0 95.0 1 ,700.0 1.250 Sawn No koTOflHftHiMwaflftiaha«i^^ 3.00 254.00 176.00 0.2946 5.80 1.50 329.0 1,625.0Bending OK 35.0 118.8Shear OK Reactions @ Left End DL LL Max. DL+LL @ Right End DL LL Max. DL+LL Ibs Ibs Ibs Ibs Ibs Ibs 356.00 128.00 484.00 356.00 128.00 484.00 229.00 64.00 293.00 229.00 64.00 293.00 1,396.50 896.00 2,292.50 1,396.50 896.00 2,292.50 498.75 320.00 818.75 498.75 320.00 818.75 651.75 440.00 1,091.75 651.75 440.00 1,091.75 381.00 264.00 645.00 381.00 264.00 645.00 Deflections Center DL Detl L/Detl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in in in ft -0.012 3,862.2 -0.004 10,741.7 -0.017 2.000 2,840.8 -0.004 6,189.1 -0.001 22,145.2 -0.005 1.000 4,837.2 -0.055 1 ,529.3 -0.035 2,383.6 -0.090 3.500 931.6 -0.016 1,818.7 -0.011 2,834.6 -0.027 1.250 1,107.9 -0.059 1,115.8 -0.040 1,652.8 -0.099 2.750 666.1 -0.006 6,415.6 -0.004 9,258.9 -0.009 1.500 3,789.7 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 Title: Dsgnr: Description: Scope: Job# Date: 4:16PM, 26 MAR 03 Rev: JHBOOUK SW-WW91J. Vtr 5 1.3, t2-*m-19W, WtoH 1C) 19S3-99 HNBRCALC Timber Beam & Joist Page 1 a:\an. hosp.ecw:Cakul«nons Description FHD1-FHD9 Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Point #1 DL LL@x Results Mmax @ Center @X = fb : Actual Fb : Allowable fv: Actual Fv : Allowable Reactions @ Left End OL LL Max. DL+LL @ Right End OL LL Max. DL+LL Deflections Center DL Defl L/Defl Ratio Center LL Den L/Defl Ratio Center Total Defl Location L/Defl Ratio in in ft psi psi KSJ lUKiuuMtfWtfwwBgpaBWBMon FHDl 4x14 3.500 13.250 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No ft #/ft #/ft Ibs Ibs ft 4.00 313.00 131.00 1,831.00 1,775.00 3.000 Ratio = 0.4424 in-* ft psi psi psi psi 40.40 2.99 394.5 1,000.0 Bending OK 42.0 95.0Shear OK Ibs Ibs Ibs Ibs Ibs Ibs 1,083.75 705.75 1,789.50 1,999.25 1,593.25 3,592.50 in in in ft -0.004 11,699.8 -O.003 15,369.6 -0.007 2.160 6,643.8 FHD2 4x6 3.500 5.500 0.00 1,000.0 95.0 1 ,700.0 1.000 SawnNo 3.00 364.00 179.00 0.4650 7.33 1.50 415.4 1,300.0 Bending OK 44.2 95.0Shear OK 546.00 268.50 814.50 546.00 268.50 814.50 -0.008 4,476.8 -0.004 9,103.7 -0.012 1.500 3,001 .0 Calculations are designed to 1997 NDS and 1997 UBC Requirements jj FBD3 4ri 3.500 5.500 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No 4.00 364.00 179.00 0.6912 13.03 2.00 738.5 1,300.0Bending OK 65.7 95.0Shear OK 728.00 358.00 1,086.00 728.00 358.00 1,086.00 -0.025 1,888.7 -0.012 3,840.6 -0.038 2.000 1,266.1 »™ mumiumuuuuu uujumFHD4-5 4x4 3.500 3.500 0.00 TIUM Joist -MttMil 1,000.0 95.0 1,700.0 1.000 Sawn No BRBfflfflHSBBB^BBBBHHB 2.00 364.00 179.00 0.4983 3.26 1.00 455.9 1,500.0Boring OK 47.3 95.0Shew OK atf"HwW88PS8aHgBBBB8Bff 364.00 179.00 543.00 364.00 179.00 543.00 TOwWwwWBBBBBHBW -0.006 3,893.7 -0.003 7,917.8 -0.009 1.000 2,610.1 FHD6 4X6 3.500 5.500 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No 3.00 370.00 229.00 0.5129 8.09 1,50 458.3 1,300.0Bending OK 48.7 95.0Shew OK 555.00 343.50 898.50 555.00 343.50 898.50 -0.008 4,404.2 -0.005 7,116.0 -0.013 1.500 2,720.5 FHD7 4x6 3.500 5.500 0.00 1,000.0 95.0 1 ,700.0 1.000 Sawn No 3.00 368.00 305.00 313.00 118.00 1.500 0.7531 12.96 1.50 734.7 1,300.0 Bending OK 71.5 95.0Shew OK flHftHHHHHfflHfllMM 708.50 516.50 1,225.00 708.50 516.50 1,225.00 -0.012 3,046.3 -0.008 4,428.9 -0.020 1.500 1,804.9 FHDS 4x« 3.500 5.500 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No 4.00 305.00 155.00 0.5856 | 11.04 2.00 62S.6 1,300.0 Bending OK 55.6 95.0Shear OK 610.00 310.00 920.00 610.00 310.00 920.00 -0.021 2,254.0 -0.011 4,435.3 -0.032 2.000 1,494.5 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 Title: Dsgnr: Description: Scope: Job* Date: S03PM, 4 APR 03 TV f\ tar 110X0 Uttr IW-0*1291), V«}.1.3. 23 hn-lW, Win32 (c) IM3-99 HNEKCA1C Timber Beam & Joist Page 1 a: \an.hosp.ecw: Calculations Description FHD1 r,Ate Timber Member Information v~ Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Point #1 DL LLex Point *2 DL LLex Results Mmax@ Centerex= fb: Actual Fb : Allowable fv : Actual Fv : Allowable in in ft psi psi ksi CASEl 4x14 3.500 13.250 0.00 1,000.0 95.0 1,700.0 1,330 Sawn No ft #/ft #/ft Ibs IDS ft Ibs Ibs ft 4.00 437.00 90.00 6,082.00 3.0UU 1,831-X 1,775.00 3.000 Ratio = 0.7-409 in-k ft psi psi psi psi 96.50 2.99 942.3 1,330.0 Boding OK 93.6 126.4Shear OK CASEl 4x14 3.500 13.250 0.00 1,000.0 95.0 1 ,700.0 1.330 Sawn No 4.00 437.00 90.00 -6,082.00 . . , 3.000 1,831.00 1,775.00 3.000 0.3723 2.15 0.83 21.0 1,330.0Bending OK 47.0 126.4Shew OK Calculations are-designed to 1997 NDS and 1997 UBC Requirements CASE2 4x14 3.500 13.250 0.00 1,000.0 95.0 1,700.0 1.330 Sawn No ymWtfKUffltfiF&PtoMHiiMt 4.00 328.00 6,082.00 '_• - • 3.000 1,831.00 1 ,775.00 3.000 0.6953 92.90 2.99 907.1 1,330.0 Bending OK 87.8 126.4 Stew OK CASE2 4x14 3.500 13.250 0.00 1,000.0 95.0 1,700.0 1.330 Sawn No BBftflfflflflffH^^ 4.00 328.00 -6,082.00 -j ^^ 3.000 1,831.00 1,775.00 3.000 0,3473 0.03 0.11 0.2 1,330.0 BcndfaigOK 43.9 126.4SfawOK Reactions e Left End DL LL Max. DL+LL 6 Right End DL LL Max. DL+LL Ibs IPS Ibs Ibs Ibs Ibs 2,852.25 623.81 3,476.06 6,808.75 1,511.44 8,320.19 -188.75 623.81 435.06 -2,314.25 1,511.44 -802.81 2,634.25 443.81 3,078.06 6,590.75 1,331.44 7,922.19 -406.75 443.81 37.06 -2,532.25 1 ,331 .44 -1 ,200.81 Deflections Center DL Defl UDefl Ratio Center LL Defl L/Oefl Ratio Center Total Defl Location L/Defl Ratio in in in ft -0.013 3,637.3 -0.003 16,433.2 -0.016 2.192 2,978.1 0.004 12,605.8 -0.003 16,433.2 0.001 2.704 49,778.4 -0.013 3,791.8 -0.002 19,371.5 -0.015 2.208 3,171.2 0.004 11,077.9 -0.002 19,371.5 0.002 2.432 25,700.1 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 phone:(909)296-1044 fax:(909)296-1047 Dlfr JIMOO Jw: KW -000191 J. Va J 1 J. 12Jin-1999. WtaJ] c) 1983-99 ENEKCALC Description FHD4 C/6^ I CrV?£ Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Point #1 DL LLex Point #2 DL LLex Results Mmax@ Centerex= fb: Actual Fb : Allowable fv : Actual Fv : Allowable in in ft psi psi ksi CASEl 4x12 3.500 11.250 0.00 1,000.0 95.0 1 ,700.0 1.330 Sawn No ft ft/ft #/ft IDS Ibs ft Ibs Ibsft 4.00 437.00 90.00 2,646.001 "^ 0.500 •3,251.00 ~ • „ 3.000 Ratio = 0.4942 in-k ft psi psi psi psi 14.50 0.51 196.4 1,463.0 BendbigOK 62.4 126.4Shear OK Title : Job tt Dsgnr: Date: 9:03PM, 4 APR 03 ^c Description : /^£ Scope : Timber Beam (J'2 PL ^' -^T *£JPL- i & JOISI a:\an.hosp.ecw:Cafculattoiii V 5^\ Calculations are designed to 1997 NDS and 1997 UBC Requirements CASEl CASE2 4x12 4x12 3.500 3.500 1 1 .250 1 1 .250 0.00 0.00 1,000.0 1,000.0 95.0 95.0 1,700.0 1,700.0 1.330 1.330 Sawn Sawn No No 4.00 4.00 437.00 328.00 90.00 -2.646.00 2,64fi.OO «.-. 0.500 0.500 3,25100 -3,251.00 i -...- 3.000 3.000 0.8058 0.5294 34.72 12.37 2.99 0.51 470.3 167.5 1,463.0 1,463.0 Bending OK Bendbtg OK 101.8 66.9 126.4 126.4 Shear OK Shear OK CASE2 4x12 3.500 11.250 0.00 1,000.0 95.0 1 ,700.0 1.330 Sawn No 4.00 328.00 -2,646.00- -•; 0.500 3,251.00 _ • - 3.000 0.7415 31.12 2.99 421.5 1.463.0 Bending OK 93.7 126.4Shear OK Reactions e Left End DL LL Max. DL+LL e Right End DL LL Max. DL+LL Ibs Ibs Ibs Ibs Ibs Ibs 2,376.50 180.28 2,556.78 -1,233.50 180.22 -1 ,053.28 -628.50 2,158.50 180.28 0.28 -448.22 2,158.78 2,981.50 -1,451.50 180.22 0.22 3,161.72 -1,451.28 -846.50 0.28 -846.22 2,763.50 0.22 2,763.72 Deflections Center DL Defl L/Defl Ratio Center LL Defl UDeft Ratio Center Total Defl Location L/Defl Ratio in in in ft 0.001 33,100.9 -0.001 65,293.8 -0.001 0.960 41 ,505.6 -0.008 0.002 6,057.4 22,278.7 -0.001 0.000 65,293.8 55724,979.5 -0.009 0.002 2.288 2.784 5,555.4 22,286.3 -0.007 6,796.6 0.000 55724,979.5 -O.007 2.336 6,795.7 e> MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 phone:(909)296-1044 fax:(909)296-1047 tov: M030C (c) 1W-W BNBRCALC Description Title : Job » f% Dsgnr: Date: 9:03PM, 4 APR 03 Description ; Scope : wwtoK Timber Beam FH'DS (55^ s~ brfGf\t ~l{_ \iiOL +£j Timber Member Information ~ v^- Tonber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Point #2 DL LLex Results Mmax 6 Center@x = ft) : Actual Fb : Allowable fv: Actual Fv : Allowable in in ft psi psi ksi CASEl 4x12 3.500 11.250 O.X 1,000.0 95.0 1 ,700.0 1.330 Sawn No BBMEMWWM1 '"" " "" ft #/ft#/n Ibs Ibs ft IIULU "II PMIPMHMBBWMMI 2.00 437.00 90.00 -3,251.00 - 1.000 Ratio = 0.4817 in-k ft psi psi psi psi 0.00 2.00 0.0 1,463.0Baring OK 60.9 126.4Shear OK CASEl 4x12 3.500 11.250 0.00 1,000.0 95.0 1,700.0 1.330 Sawn No 2.00 437.00 90.00 3,251.00 •~ 1.000 0.5003 22.67 1.00 307.1 1,463.0 Beading OK 63.2 126.4Sheer OK & Joist page 1 ** \ »:\an.bosp.ecw:Cakulations . r *_ ^. 'LL-f^^J El*X ), r Calculations arerdesigned to 1997 NDS and 1997 UBC Requirements CASE2 4x12 3.500 11.250 0.00 1,000.0 95.0 1,700.0 1,330 Sawn No 4.00 328.00 -3,251.00 - 1.000 0.6291 0.00 4.00 0.0 1,463.0 Bending OK 79.5 126.4SbevOK CASE2 4x12 3.500 11.250 0.00 1,000.0 95.0 1,700.0 1.330 Sawn No 4.00 328.00 3,251.00 1.00U 0.8412 35.12 1.01 475.7 1,463.0 Beading OK 106.3 126.4SheurOK Reactions @ Left End DL LL Max. DL+LL 6 Right End DL LL Max. DL+LL Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio Ibs Ibs Ibs Ibs Ibs Ibs -1,188.50 90.12 -1,098.38 -1,188.50 90.12 -1,098.38 in in in ft 0.001 21,751.6 0.000 521 ,803.2 0.001 1.000 22,697.8 2,062.50 90.12 2,152.62 2,062.50 90.12 2,152.62 -0.002 15,493.5 0.000 521 ,803.2 -0.002 1.000 15,046.8 -1,782.25 0.19 -1 ,782.06 -156.75 0.06 -156.69 0.005 9,987.2 0.000 84196,289.9 0.005 1.632 9,988.4 3,094.25 0.19 3,094.44 1,468.75 0.06 1,468.81 -0.010 4,772.9 0.000 84196,289.9 -0.010 1.824 4,772.6 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 Bw: 310)00 Uitr. KW-OSI&I). V» S.l.J. HJm-lW9. WtoM1C) IWJ-99 HNE8CALC Descri ption FHD6 C/)?E: C/l3 Timber Member Inform; Timber Section Beam Width in Beam Depth in Le: Unbraced Length ft Timber Grade Fb - Basic Allow psi Fv - Basic Allow psi Elastic Modulus Ksi Load Duration Factor Member Type Repetitive Status Center Span Data 3<WQftfltMHaBQggaiWMffMBWglMBffiWiWMBBMMM Span ft Dead Load ft/ft Live Load #/ft Point #2 DL IDS LL IDS ©X ft ition CASEl 4x8 3.500 7.250 0.00 1,000.0 95.0 1 ,700.0 1.330 Sawn No 3.00 475.00 156.00 -3,251.00 2^500 ReSUttS Ratio = 0.5192 Mmax @ Center in-k ®X= ft ft) : Actual psi Fb : Allowable psi fv : Actual psi Fv : Allowable psi 1.56 0.64 50.8 1,596.0 Boring OK 65.6 126.4Shear OK Reactions 6 Left End DL Ibs LL Ibs Max. DL+LL Ibs @ Right End DL Ibs LL Ibs Max. DL+LL Ibs 170.67 234.04 404.71 -1,996.67 234.21 -1 ,762.46 Deflections Center DL Defl in L/Defl Ratio Center LL Defl in L/Defl Ratio Center Total Defl in Location ft L/Defl Ratio 0.004 9,293.7 -0.002 23,916.2 0.003 2.100 13,967.8 Title : Job tt Dsgnr: Date: 9:03PM, 4 APR 03 Description : ~\j) f\ Scope : Timber Beam & Joist rNin boap ^.^SLuL ' ( '-7 ( CASEl 4x8 3.SOO 7.250 0.00 1,000.0 95.0 1 ,700.0 1.330 Sawn No 3.00 475.00 156.00 3,251 .00 2.500 0.5192 21.06 2.36 687.0 1,596.0BendbHjOK 65.6 126.4Shew OK 1,254.33 234.04 1,488.37 3,421 .67 234.21 3,655.87 -0.013 2,825.3 -0.002 23,916.2 -0.014 1.620 2,528.9 '•^p-t^N5*0 Calculations are designed to 1997 NDS and 1997 UBC Requirements CASE2 CASE2 4x8 4x8 3.500 3.500 7.250 7.250 0.00 0.00 1,000.0 1,000.0 95.0 95.0 1 ,700.0 1 ,700.0 1.330 1.330 Sawn Sawn No No 3.00 3.00 357.00 357.00 -3,251.00 3,251.00 2.500 2.SOO 0.4038 0.4038 0.00 18.92 0.00 2.50 0.0 617.2 1,596.0 1,596.0 Beodhg OK Bending OK 51.0 51.0 126.4 126.4Shew OK Shear OK -6.33 1,077.33 0.04 0.04 -6.29 1,077.37 \ -2,173.67 3,244.67 0.21 0.21 -2,173.46 3,244.87 0.005 -0.012 7,318.6 3,099.3 0.000 0.000 56901 ,868.5 56901 ,868.5 0.005 -0.012 1.848 1.644 7,319.6 3,099.1 ( I i 1 | | MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 Ito J10MOUHT KW«ra91J. V* 1 1.), n toIt) 19O-W BNBRCALC Description jw.wmn FHD9 QJpjL r^ct Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Point #2 DL LLex Point #3 DL LLex Results Mmaxe Centerex- fb : Actual Fb : Allowable tv: Actual Fv : Allowable in in ft psi psi ksi CASEl 4x12 3.500 11.250 0.00 1,000.0 95.0 1,700.0 1.330 Sawn No ft #/ft #/n Ibs IDS ft Ibs Ibs ft 6.50 376.00 66.00 -3,251.00 2.500 2,848.00 5.500 Ratio = 0.6581 in-k ft psi psi psi psi 28.39 5.49 384.5 1,463.0 BenflngOK 83.1 126.4Shew OK Timber ;i }>ZOL \2- C-41if \^ — • CASEl 4x12 3.500 11.250 0.00 1,000.0 95.0 1,700.0 1.330 Sawn No KHMHBMBaMHUmmmflBttm 6.50 376.00 66.00 3,251 .00 .. J 2.500 -2,848.00 ' _, 5.500 0.7795 73.31 2.50 993.0 1,463.0 Title : Job # Dsgnr: Date: 9:03PM, 4 APR 03 Q& Description : <rO Scope: Beam -f '5 & Joist ^ w.c p^e 1 i m .m E. U L- \ L-'i^V >- fem^) Calculations ara^flesigned to 1997 NDS and 1997 UBC Requirements CASE2 4x12 3.500 11.250 0.00 1,000.0 95.0 1,700.0 1.330 Sawn No 6.50 282.00 -3,251.00 ^ 2.500 2,848.00 - *. • 5.500 0.5464 23.05 5.49 312.2 1,463.0Beodtaf OK Boding OK 98.5 126.4 69.0 126.4Shew OK Shew OK CASE2 4x12 3.500 11.250 0.00 1,000.0 95.0 1,700.0 1.330 Sawn No 6.50 282.00 3,251.00 2.500 -2,848.00 , t -f 5.500 0.6679 63.71 2.50 863.0 1,463-0Beadbi| OK 84.4 126.4Shear OK Reactions e Left End DL LL Max. DL-t-LL ©Right End DL LL Max. DULL Ibs Ibs Ibs Ibs Ibs Ibs -340.46 214.69 -125.77 2,381 .46 214.81 2,596.27 2,784.46 214.69 2,999.15 62.54 214.81 277.35 -645.96 0.19 -645.77 2,075.96 0.31 2,076.27 2,478.96 0.19 2,479.15 -242.96 0.31 -24Z6S Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in in in ft 0.005 14,531.9 -0.004 20,747.4 -0.006 4.966 14,120.1 -0.046 1,681.7 -0.004 0.010 7,671 .3 0.000 20,747.4 16224,029.3 -0.050 2.938 1,556.9 0.010 2.392 7,674.6 -0.041 1,897.5 0.000 16224,029.3 -0.041 2.886 1,897.3 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 Title: Dsgnr: Description: Scope: Job# Date: 4:16PM, 26 MAR 03 itar. 510300Jxr KW-0*329)5. V« 3.1.3. 22 hB-lW*. Wta32 c) 1983-99 ENERCALC Timber Beam & Joist Page 1 a: \an.hosp.ccw: Calculations Description FHD10-FHD16 Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status in in ft psi psi ksi FHDtO 4rf 3.500 5.500 0.00 1,000.0 95.0 1 ,700.0 1.000 Sawn No FHD11 4x6 3.500 5.500 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No Calculations are designed to 1997 NDS and 1997 UBC Requirements FHD12 4x6 3.500 5.500 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No FHD13 4x« 3.500 5.500 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No FHDI4 4xtf 3.500 5.500 0.00 1,000.0 95.0 1 ,700.0 1.000 Sawn No FHD15 4«S 3.500 5.500 0.00 1,000.0 95.0 1 ,700.0 1.000 Sawn No FHDle! 4x12 3.500 11.250 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No Center Span Data Span Dead Load Live Load Point #1 DL LLex Results Mmax <SJ Center@x = fb: Actual Fb : Allowable fv : Actual Fv : Allowable ft #/n #ffl Ibs Ibsn 2.50 295.00 614.00 Ratio = 0.5965 in-k ft psi psi psipsi 8.52 1.25 482.9 1,300.0Beading OK 56.7 95.0Shew OK 2.50 295.00 614.00 0.5965 8.52 1.25 482.9 1,300.0 Bending OK 56.7 95.0Shew OK 3.00 163.00 575.00 0.6320 9.96 1.50 564.6 1,300.0 Bending OK 60.0 95.0Shew OK 3.50 187.00 675.00 0.9206 15.84 1.75 897.6 1,300.0 Bending OK 87.5 95.0Shear OK 3.00 173.00 442.00 0.5266 8.30 1.50 470.5 1,300.0Batting OK 50.0 95.0Shear OK 4.00 366.00 307.00 0.8567 16.15 2.00 915.3 1,300.0BoxBngOK 81.4 95.0Shear OK 2.50 568.00 371.00 1,831.00 1,775.00 1.000 0.9881 34.41 1.00 466.1 1,100.0Bending OK 93.9 95.0Shear OK Reactions @ Left End DL LL Max. DL+LL @ Right End DL LL Max. DL+LL Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio Ibs Ibs Ibs Ibs Ibs Ibs 368.75 767.50 1,136.25 368.75 767.50 1,136.25 in in in ft -0.003 9,545.3 -0.007 4,586.1 -0.010 1.250 3,097.8 368.75 767.50 1,136.25 368.75 767.50 1,136.25 nBnninfniuuu -0.003 9,545.3 -0.007 4,586.1 -0.010 1.250 3,097.8 244.50 862.50 1,107.00 244.50 862.50 1,107.00 -0.004 9,997.3 -0.013 2,834.0 -0.016 1.500 2,208.1 327.25 1,181.25 1,508.50 327.25 1,181.25 1,508.50 -0.008 5,487.7 -0.028 1,520.3 -0.035 1.750 1,190.5 259.50 663.00 922.50 259.50 663.00 922.50 -0.004 9,419.4 -0.010 3,686.8 -0.014 1.500 2,649.7 732.00 614.00 1,346.00 732.00 614.00 1,346.00 -0.026 1 ,878.3 -0.021 2,239.3 -0.047 2.000 1,021.5 1,808.60 1 ,528.75 3,337.35 1 ,442.40 1,173.75 2,616.15 -0.002 14,364.6 -0.002 16,653.5 -0.004 1.200 7,712.3 MANNING ENGINEERING 41892 Enterprise Cir So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 Rev: J 10300 (c) 198S-W ENHflCALC Description Title: Dsgnr: Description : Scope : »«.*>"* Timber Beam FBMVFBM9 Timber Member Inform* Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Point m DL LLex Results Mmax @ Center @X = fb : Actual Fb : Allowable fv: Actual Fv : Allowable Reactions @ ten End DL LL Max. DL+LL @ Right End DL LL Max. DL+LL in in ft psi psi ksi lion FRMl FBM2-4 4x8 3.500 7.250 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No n 4.00 #/tt 224.00 #/ft Ibs Ibsn 550.00 Ratio = 0.6781 in-kn psi psi psi psi 18.58 2.00 605.8 1,200.0Bending OK 64.4 95.0Shew OK KffWfflSB Ibs Ibs Ibs Ibs Ibs Ibs 448.00 1.100.00 1,548.00 448.00 1,100.00 1,548.00 4x8 3.500 7.250 0.00 1,000.0 95.0 1 ,700.0 1.000 Sawn No 4.00 1B8.00 400.00 0.5152 14.11 2.00 460.3 1,200.0Bending OK 48.9 95.0Shew OK 376.00 800.00 1,176.00 376.00 800.00 1,176.00 & Joist Date: 3: 12PM Job # 25 MAR 03 Page 1 a:Yan.hosp.ecw:CaJculadons Calculations are designed to 1997 NDS and 1997 UBC Requirements W>Mn8llBgPB8ia8B8l88aBSHM8tBIM8HMBBBBBBIHIIIIHIII! 8l88»B8B8BBg8»B8tWilMiliHHiBffl8BPBBMHI88M8IIM8tMaVVIMM)IJ^FBM5 FBNK FBM7 FBM8 fBM9 4x8 3.500 7.250 0.00 1,000.0 95.0 1 ,700.0 1.000 Sawn No 6.00 279.00 131.00 0.6123 22.14 3.00 722.1 1,200.0Bending OK 58.2 95.0Shear OK 837.00 393.00 1,230.00 837.00 393.00 1,230.00 4x6 3.500 5.500 0.00 1,000.0 95.0 1 ,700.0 1.000 Sawn No 3.00 279.00 131.00 0.3511 5.53 1.50 313.7 1,300.0Bending OK 33.4 95.0Shew OK 418.50 196.50 615.00 418.50 196.50 615.00 4xti 3.500 5.500 0.00 1,000.0 95.0 1 ,700.0 1.000 Sawn No 2.50 279.00 131.00 0.2690 3.84 1.25 217.8 1,300.0Bending OK 25.6 95.0Shew OK 348.75 163.75 512.50 348.75 163.75 512.50 4x6 3.500 5.500 0.00 1,000.0 95.0 1,700.0 1.000 Sawn No 3.00 212.00 500.00 0.6097 9.61 1.50 544.7 1,300.0Boring OK 57.9 95.0Shew OK SSBHffffHHHIKHflHflMIH^ 318.00 750.00 1,068.00 318.00 750.00 1,068.00 Prihn:3.5 3.500 11.875 0.00 TIUM Joiil - MtcMil 2,900.0 290.0 2,000.0 1.000 Manuf/Pine No 4.50 66.00 67.00 2,400.00 1,800.00 2.500 0.3115 59.93 2.50 728.6 2,900.0 Bending OK 90.3 290.0Shew OK 1,215.17 950.75 2,165.92 1,481.83 1,150.75 2,632.58 Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in in in ft -0.007 7,029.6 -0.017 2,863.0 -0.024 2.000 2,034.4 -0.006 8,375.7 -0.012 3,936.6 -0.018 2.000 2,677.9 -0.043 1 ,672.3 -0.020 3,561 .5 -0.063 3.000 1,137.9 -0.006 5,840.7 -0.003 12,439.4 -0.009 1.500 3,974.5 -0-003 10,092.8 -0.001 21 ,495.2 -0.004 1.250 6,868.0 -0.005 7,686.6 -0.011 3,259.1 -0.016 1.500 2,288.7 -0.009 6,314.6 -0.007 8,208.2 -0.015 2.322 3,569.0 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 Title :Job # 4:14PM- 26 MAR 03 Scope . DRn: MWOO * Description w.ww2 Timhpr Rpam & .Intat Pag6 11 IHIUer DCdlll 01 JUI=»l a:\aD.hosP.ecw:Calculatioiis FBM10 Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Results Mmax @ Center@x = fb: Actual Fb : Allowable fv: Actual Fv : Allowable Reactions @ Left End DL LL Max. DL+LL @ Right End DL LL Max. DL+LL in in ft psi psi ksi ft #m FBM10 Prtlm:3.5 3.500 11.875 0.00 TIUM Joi« - MicMil 2,900.0 290.0 2,000.0 1.000 Manuf/Pine No 12.50 293.00 264.00 Ratio = 0.5669 in-k rt psi psi psi psi Ibs IDS Ibs Ibs Ibs Ibs 135.23 6.25 1,644.0 2,900.0Boring OK 110.4 290.0SbearOK 1,831.25 1,775.00 3,606.25 1,831.25 1,775.00 3,606.25 Deflections | Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in in in ft -0.165 910.4 -0.160 939.2 -0.324 6.250 462.3 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. Temecula, CA. 92590 phone:(909)296-1044 fax:(909)296-1047 Title: Dsgnr: Description: Scope: Job# Date: 2:37PM, 25 MAR 03 Bmn Jim; KW-OftOIMi.Ver 5.1.3.22 Jm-19W.Wln3J fc) 19O-99 6NEBCALC Description FLOOR JOISTS Timber Beam & Joist Page 1 v. \an. heap, ecw -.Calculations Timber Member Information Tmber Section Beam Width Beam Depth Le. Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Point #1 DL LLex Results Mmax @ Center @X = fb: Actual Fb : Allowable fv: Actual Fv : Allowable Reactions ffiflHBBfffffflSffBHBf^^fflWBBB^^ @ Left End DL LL Max. DL+LL @ Right End DL LL Max. DL+LL in inn psi psi ksi CASEl 2x14 1.500 13.250 Q.OQ 1,000.0 85.0 1,600.0 1.000 Sawn No BHMMHlBflQQflW^ ft */n#m Ibs Ibsft 14.00 12.00 50.00 Ratio = 0.4614 in-k ft psi psi psi psi 18.23 7.00 415.3 900.0 Bending OK 27.8 85.0SborOK Ibs Ibs Ibs Ibs Ibs Ibs 84.00 350.00 434.00 84.00 350.00 434.00 CASE2 2x14 1.500 13.250 0.00 1,000.0 85.0 1,600.0 1.000 Sawn No 14.00 12.00 800.00 7.000 0.9399 37.13 7.00 845.9 900.0 Bending OK 35.6 85.0Shear OK 484.00 0.00 484.00 484.00 0.00 484.00 Calculations are designed to 1997 NDS and 1997 UBC Requirements CASE3 2x14 1.500 13.250 0.00 1,000.0 85.0 1,600.0 1.000 Sawn No 14.00 12.00 800.00 1.250 0.7101 12.07 1.29 275.1 900.0Bending OK 60.4 85.0Shew OK 812.57 0.00 812.57 155.43 0.00 155.43 Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in in in ft -0.022 7,535.7 -0.093 1,808.6 -0,115 7.000 1 ,458.5 -0.192 874.3 0.000 0.0 -0.192 7.000 874.3 -0.068 2,469.2 0.000 0.0 -0.068 6.328 2,469.2 PAGE OF "30. i P 860. PL it PROJECT. ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF PL. 17 LL \C DL 12.F5P RHP1 4(n) 1 2 +0 112 W 3'120 PROJECT, ENGR . DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF 5 2 (0 5 Wo, 6,4 (7) 71 AW? 12 S 3 4 if 4/4- 4X4 PROJECT. ENGR . DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF \v ' ?\(&ffl2) Wpj. 161 WLL 4 PPL 76^ PROJECT, HATF 1"' T = 127 - 11 OG = 01^ (52. 4/lp ANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB*PAGE OF (rD = H-2 4 65 $<5 Wa 4-Ck." 1 a W«. 17 (24/fe) , 1C- (2f//2 -- 32 PROJECT ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF 4 n "7 3V 4/6, PROJECT ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE "ft OF Wa, \ PROJECT ENGR _ DATE ___ MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF .fo125 , 3,<T (n) 3 PROJECT ENGR DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF Ifc'112 64- PROJECT. ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF (55) Upo 4- \lk 271 3V PROJECT, ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 phone: (909)296-1044 fax:(909)296-1047 Title: Dsgnr: Description : Scope: Jobff Date: 3:19PM, 25 MAR 03 Rev: 510300 Uier KWOWW1J. Ver 5 l.J. n-im-1999. Win32 i«) 198J-S» ENERCALC Square Footing Design Page 1 a: \an.hosp.ecw: Calculations Description FBM9 General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Calculations are designed to ACI 318-95 and 1997 UBC Requirements 0.940 K 0.510k 0.000 * 4 0.000 psf 1 45.00 pcf 1.000 4.00 in Footing Dimension Thickness # of Bars Bar Size Rebar Cover re Fy Allowable Soil Bearing 1.500ft 12.00 in 2 5 3.000 2,500.0 psi 40,000.0 psi 1 ,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd 8.688 in 0.0050 0.0000 in2 0.0014 % As to USE per foot of Width Total As Req'd Min Allow % Reinf 0.146in2 0.219 in2 0.0014 LEgSftSSB Summary f 1 .50ft square x 1 2. Oin thick with 2- #5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 789.44 psf 1 ,000.00 psf 789.44 psf 1,000.00 psf 0.20 k-ft 10.37 k-ft Vu : Actual One-Way Vn'Phi : Allow One-Way Vu : Actual Two-Way Vn'Phi: Allow Two-Way Alternate Rebar Selections... 2 #4's 1 #5's 1 #Ts 1 #8's Footing OK 0.00 psi 85.00 psi 3.01 psi 170.00 psi 1 #6-s MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 phone: (909 )296 -1044 fax:(909)296-1047 Title: Dsgnr: Description : Scope: Date: 3:19PM, 25 MAR 03 tor. jiojoo Uier KW-0«I913,Vcr).I.J.12-Jio.|9W.Wta32 c) 19O-99 ENERCALC Square Footing Design Page 1 a: \an.hosp.ecw: Calculations Description FBM9 General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Calculations are designed to ACI 318-95 and 1997 UBC Requirements 1.770k 0.930k 0.000 k 4 0.000 psf 145.00 pcf 1.000 4.00 in Footing Dimension Thickness # of Bars Bar Size Rebar Cover re Fy Allowable Soil Bearing 2.000ft 12.00 in 2 5 3.000 2,500.0 psi 40,000.0 psi 1 ,000.00 psf Reinforcing Rebar Requirement 'OCictual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd 8.688 in 0.0050 0.0002 in2 0.0014 % As to USE per foot of Width Total As Req'd Min Allow % Reinf 0.146in2 0.292 in2 0.0014 Summary \ 2.00ft square x 12.0in thick with Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 2- #5 bars 820.00 psf 1 ,000.00 psf 820.00 psf 1 ,000.00 psf 0.42 k-tt 7.85 k-ft Vu : Actual One-Way Vn'Phi: Allow One-Way Vu : Actual Two-Way Vn'Phi : Altow Two-Way Alternate Rebar Selections... 2 #4's 1 #5*s 1 #Ts 1 #8's Footing OK 1 .28 psi 85.00 psi 7.96 psi 170.00 psi 1 #9-s 1 #10-3 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 Phone:(909)296-1044 fax:(909)296-1047 Title: Dsgnr: Description : Scope: Job* Date: 3:19PM, 25 MAR 03 RBC 310300 : KWJM0291J, Verll.3. S-Jno-lW*. (c) 190-99 ENEKCALC Square Footing Design Page 1 a: \an.hosp.ecw: Calculations Description FBM9 General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Calculations are designed to ACI 318-95 and 1997 UBC Requirements 1.500k 1.150k o.oook 4 0.000 psf 1 45.00 pcf 1.000 4.00 in Footing Dimension Thickness # of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing 2.000 ft 18.00 in 2 5 3.000 2,500.0 psi 40,000.0 psi 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Retnf % to Req'd 14.688 in 0.0050 0.0000 in2 0.0014% As to USE per foot of Width Total As Req'd Min Allow % Reinf 0.247 in2 0.494 in2 0.0014 Summary 1 2.00ft square x 18.0in thick with Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 2- #5 bars 880.00 psf 1 ,000.00 psf 880.00 psf 1,000.00 psf 0.46 k-ft 13.43k-ft Vu : Actual One-Way Vn*Phi : Allow One-Way Vu : Actual Two-Way Vn-Phi : Allow Two-Way Alternate Rebar Selections... 3 #4's 2 #5's 1 #7s 1 #8's Footing OK 0.00 psi 85.00 psi 1.89 psi 170.00 psi 2 #6-8 MANNING ENGINEERING 41892 Enterprise Cir. So. Ste. E Temecula, CA. 92590 phone: (909)29 fax:(909)296-1047 Title: Dsgnr: Description: Scope: Job# Date: 3:18PM, 25 MAR 03 in: 110)00JUT KW-EH»I91J, Vtr ) 1.3. a JuHW.WtaM01983 99 BNEHCALC Square Footing Design Page 1 a:\an.hosp.ccwiCalculatioos Description FBM9 General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Calculations are designed to ACl 318-95 and 1997 UBC Requirements 1.210k 0.950k o.ooo k 4 0.000 psf 145.00 pcf 1.000 4.00 in Footing Dimension Thickness # of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing 2.000 ft 18.00 in 2 5 3.000 2,500.0 psi 40,000.0 psi 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd 14.688 in 0.0050 0.0000 in2 0.0014 % As to USE per foot of Width Total As Req'd Min Allow % Reinf 0.247 in2 0.494 in2 0.0014 L^^^^Sm«m«mI Footing OK 2.00ft square x 1 S.Oin thick with 2- #5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 757.50 psf 1,000.00 psf 757.50 psf 1,000.00 psf 0.39 k-ft 13.43 k-ft Vu : Actual One-Way Vn'Phi : Allow One-Way Vu : Actual Two-Way Vn'Phi : Allow Two-Way Alternate Rebar Selections... 3 #4's 2 #5's 1 #7"s 1 #ffs 0.00 psi 85.00 psi 1.62 psi 170.00 psi 1 #?s 1 #10's JUN-17-20G3 TUE 11:39 fill 0!~Y OF CARSLBAD FAX NO. 760 802 S553 P. 02 City of Carlsbad OF COMPLIANCE ti 1111111 r i cj Depart mont PAYMENT QF SCHOOL FEES OR OTHER MITIGATION Tnis form must be comptetsd by the City, the applicant, and the appropriate schod districts and returned to the City prior to issuing a building permit The City wMI not issue any buBding permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name(s): Project Description: BUILDING TYPE: Residential: CARLSBAD ANIMAL HOSPITAL REMODEL £ ADDITION CB021856 2739 STATE STREET 203-05-21 DR LAURIE BAUER 1503 sf REMODEL £ 2459 sf ,3<f ~ EXISTING STRUCTURE IS CMU BLOCK, NEW ADD IS WOOD FRA Number of New Dwelling Units NA Square Feet of Living Area in New Dwelling NA Second Dwelling Unit: Square Feet of Living Area in SOU MA Residential Additions: Net Square Feet New Area Commercial/Industrial: Square Feet Floor Area 3962 total sf- per project City Certification of /* applicant's ^formation; (jtt$$'Ujk£>&£-Wl— Date: SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District, Carlsbad CA 92009 (7300201) £33 / -SQOQ) San Marcos Unified School District 215 Mats Way San Marcos, CA 92069 (290-2649) Enciniteg Union School District 101 South Rancho Santa Re Rd Encinitas. CA 92024 (944-4300) San Dieguito Union High School District 710 Encinitas Blvd. Enckiitas. CA 92024 (753-S491) Certification of Applicant/Owners, The person executing this declaration ("Owner") certifies under penally of perjury thai (1) the Information provided above is correct and true to the best of the 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 unite or square footage after the buiWine permit 1$ Issued or if tha initial determination of units or square footage is found to be incorrect, and that (2) the Owner Is the owner/ developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf U the Owner. Signature:Date: SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (760) 6O2-27OO • FAX (760) ©O2-856Q JUIH7-2003 THE 11:40 AN CITY OF CARSLBflD FAX NO. 760 60? 8558 P, ********* *******"Hhk*****^^ 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 all 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 TITIF s-* -+ W?60 freeman &TITLE <3t-*L s*^ Superintendent v /^___HmDMft ~«90OMI NAME OF SCHOOL DISTRICT DATE PHONE NUMBER k^H 4/17/flO O I- U- «<*; £ m < Q _ iu o < i- . vifif d!?(» P1 ftf> S: 00 *^ T5--s^C>^ ,2"X>^3 1! i ^vP A^> ^ ^ "5. 3 O 3o (rf (A-a 10-02-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No: PCR03220 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 2739 STATE ST CBAD PCR 2030542400 Lot#: $0.00 Construction Type: 0 NEW CARLSBAD ANIMAL HOSPISTAL- CLARIFICATIONS- ENGINEERING CALC'S Status: ISSUED Applied: 09/30/2003 Entered By: CB Plan Approved: 10/02/2003 Issued: 10/02/2003 Inspect Area: Applicant: JOE BAUER 2221 CATALINAAVE VISTA CA 92084 945-8549 Owner: PALENSCAR FAMILY TRUST 02-03-99 2739 STATE ST CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date:$0.00 Balance Due:$120.00 5559 10/02/03 0002 01 02 CGP 120: 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 you have previously been given a NOTICE similar 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 ON PLAN CHECK NO EST. VAL. Plan Ck. Deposit Validated B Date ^ Address (include Bldg/Suite Busines&Name (at this address) , ""Lot No. * «8obdArision Na'Legal Description me/Number Unit No.Phase No.Total # of units Assessor's Parcel jt Existing Use Proposed Use Description of Work SO, FT.#of Stories # of Bedrooms # of Bathrooms 7 City"Name State/Zip Telephone #Fax* Name Address City State/Zip Telephone # Name Address City State/Zip Telephone # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). Name State License 9 Address License Class City State/Zip City Business License 9 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. [~1 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 [4100] OR LESS) O CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage i* unlawful, and •hall •ubject an employer to criminal panaltie* and civil fines up to one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code. Interest and attorney's fees. SIGNATURE DATE I hereby affirm that 1 am exempt from the Contractor's License Law for the following reason: Q 1, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Lew 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. Q 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 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, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley- Tanner Hazardous Substance Account Act? D 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? O YES O Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? [_] YES Q 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. NO 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 1 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 the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is n*t commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any tir after the work is colflmenced for a^eriod of 180 daysTteection 106.4.4 Uniform Building Code). APPLICA "S SIGNATURE lays"fSectic DATE WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In <Partnersfiip witfi government for Quitting Safety DATE: October 1, 2003 JURISDICTION: Carlsbad Q-PbWREVIEWER FILE PLAN CHECK NO.: B021856 (PCR03220) SET: I PROJECT ADDRESS: 2739 State St. PROJECT NAME: Carlsbad Animal Hospital 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: Joseph L. Bauer Telephone #: Date contacted: 10/1/03 (by: Abe) Fax #: Mail Telephone Fax In Person XX REMARKS: Applicant to carry approved set of plans to the city. Ok'd by Mike Peterson. Revision 1 includes Engineer's clarifications. By: Abe Doliente Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/30/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576