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HomeMy WebLinkAbout1396 SAPPHIRE DR; REC BLDG; CB972050; Permit12/02/97 15:23 Page 1 o I Job Address: 1396 SAPPHIRE DR Permit Type: COMMERCIAL BUILDING Parcel No: 212-040-30-00 L Valuation: 27,468 Occupancy Group: B2 Ref erence#: Description: I REC BLDG-390 SF&256 PATIO : COBBLESTONE,GREYSTONE HOMES Appl/Ownr: GREYSTONE HOMES 495 E RINCON STE 115 CORONA CA 91719 Fees Required - ------------------------------ Fees: 15,05900 -2 Adjustments: Total Fees: 15,059.0 0,3 Fee description ------------- Building Permit I / Plan Check Strong Motion Fee * BUILDING TOTAL Ai ]. Enter #Unts & Code-Potable Water Enter #Units & I Enter I Y for Plumbing Issue Fee, Each Plumbing Fixt'ure or Trap \ Each Building Sewei Each Install/Repair\WateZLine I Each Water Heater and/okSVent '--... Gas Piping System \ cJ Each Vacuum Breaker * PLUMBING TOTAL Enter 1 Y" for Electric Issue Fee Single Phase Per AMP * ELECTRICAL TOTAL Permit No: Project No: Development No: Collected & Credits dits: .00 nenes: 350.00 14,709.00 -Fee/Unit Ext fee Data ------------ 272.00 177.00 6.00 çj • 455.00 2400.00 D5/8 11975.00 TI.5 20.00 Y 7.010 56.00 15.00 15.00 -.-...-, 7/00 7.00 1 r 7.00 7.00 7.00 /7.00 7.00 7.00 119.00 10.00 Y .25 100.00 IPNL - 110.00 t#: 109 ConqpT e: VN CT84-32 . P1IS63JED AppttY 07/9 Apr/Issue: 12/02/97 Entered By: RMA 909 273-9494 CITY OF CARLSBAD 2075 Las Palmas Di., Carlsbad, CA 92009 (619) 438-1161 FOR OFFICE USE ONLY PLAN CHECK NO.— Q-1 205V EST. VAL. 300 jdAn _010 Plan Ck. Deposit A IYA PERMIT, APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 909 (760)438-1161 I .--0.- -0-11. Address (include Bldg/Suits #1 Business Name (at this address) Legal DescriptionDescription Lot No. Subdivision Name/Number Unit No. Vase No. Total # of units AAA L~o Asse,eQr's,Parcel ii _ 351IW1ng Use Proposed Use /4.-.. -02 Description of Work / '7'q1 M. / FT #of Stories # of Bedrooms # of Bathrooms 2. CONTACT PERSON (if different from applicant) .. c-i '/ Name Address City ' State/Zip Telephone # 3 APPLICANT 0 itracir Oi for aior Döver 'Agent for Owner i c AA'c— k! I aC71-i Name City State/Zip Telephone # Name - Address City S.tatelZip - Telephone # '- r5coNTRcroRcoMPANvNAME - (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 hu,pdred dollars 155001!. - '2ii'i State License # (?Z 73 - License Class .4 /? City Business License # - Name ' Address City f State/Zip Designer Name Address City State/Zip Telephbne W.(L'ei Iff2..ftt%fbdff 5 /7175 K.#"."s .'I'iL / '1 'I/y (/IYJ/'c"t?& 7 State License # LQ.__ WORKERS' COMPENSATION -- = Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 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. 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 Lcii,c..- Policy No.üN49 I /I6"OI(4Y' Expiration Date 1 7 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1$1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($10 2. 0). in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE - DATE 7_ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (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). 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). I am exempt under Section Business and Professions Code for this reason: - I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE L MPLL tiis SECTION FOR NONRESIDENTIAL BUILDING PERMITS ONLY - - Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES WNO 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. CONSTRUCTION LENDINGAGENCV - I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ PPUCANT CERTIFICATION ------------------------. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit%' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void it the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the wotR is commenced for, a period,of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE JI.A<.-._ DATE WHITE: File YELLOW: Applicant PINK: Finance 1 City of Carlsbad 2075 LAS PALMAS, CARLSBAD CA 92009 FAX Date: 11/12/97 Number of pages including cover sheet: To: From: BRIAN N. RAENEUE ABBEY Phone: 909 273-9494 Phone: (760) 4381161 XT4331 Fax phone: 909 273-0127 Fax phone: (760) 438-0894 CC: REMARKS: El Urgent fl For your review 0 Reply ASAP 0 Please comment BRIAN- I RECEIVED THE PLANS FOR THE RECREATION BUILDINGS BACK FROM ESGIL. BEFORE I CAN ENTER FEES FOR THE PERMIT, I HAVE A FEW QUESTIONS. IT LOOKS LIKE ONE OF THE BUILDINGS HAS BEEN DELETED FROM THE PLANS. ARE YOU NOW ONLY GOING TO BUILD ONE OF THEM OR IS THE SECOND ONE MERELY DELAYED, TO BE RESUBMITTED AT A FUTURE DATE? I HAVE LOOKED ON THE PLANS AND I DO NOT SEE A SPECIFICATION FOR THE NUMBER OF AMPS ON THE ELECTRICAL PANEL AND IF IT IS SINGLE PHASE OR 3 PHASE. I DO NOT SEE ANY MENTION OF A SEPARATE WATER METER FOR THE RECREATION BUILDING. IF THERE IS, HOW MANY, WHAT SIZES AND ARE ANY OF THEM RECYCLED WATER FOR LANDSCAPING. PLEASE LET ME KNOW AS SOON AS YOU CAN. THANKS! 11/06/98 INSPECTION HISTORY LISTING FOR PERIIIT# CB972 050 DATE INSPECTION TYPE INSP ACT COMMENTS 07/01/98 Final Combo PY AP 07/01/98 Final Combo RI RI 01/15/98 Interior Lath/Drywall PY AP 01/15/98 Exterior Lath/Drywall RI RI 01/15/98 Exterior Lath/Drywall PY AP 01/15/98 Gas/Test/Repairs PY AP 01/14/98 Exterior Lath/Drywall RI RI 01/14/98 Exterior Lath/Drywall PY CA 01/09/98 Frame/Steel/Bolting/Wel RI RI 01/09/98 Frame/Steel/Bolting/Wel PY AP 01/09/98 Rough/Topout PY CO 01/09/98 Rough Electric PY AP 01/09/98 Rough/Ducts/Dampers PY AP 12/29/97 Roof Sheathing/Ext Shea PY AP 12/26/97 Roof Sheathing/Ext Shea PY NR 12/24/97 Shear Panels/HD's PS PA 12/15/97 Ftg/Foundation/Piers PY A? 12/12/97 Ftg/Foundation/Piers PY CO 12/12/97 Ftg/Foundation/Piers PY CO 12/11/97 Ftg/Foundation/Piers PY NR 12/04/97 Underground/Under Floor PY AP C/J.R./603-8924 C/ CHAD/ 603-0056 C/ CHAD/ 603-0056 C/CHAD/ 603-0056 NEED TOP OUT NO ONE THERE LOWER PART OF SHEAR OK MISSING HP STRAP & REBAR TRAP PRIMER HIT <RETURN> TO CONTINUE... CITY OF CARLSBAD INSPECTION REQUEST PERI4IT# CB972050 FOR 07/01/98 DESCRIPTION: 1 REC BLDG-390 SF&256 PATIO COBBLESTONE, GREYSTONE HOMES TYPE: COM JOB ADDRESS: 1396 SAPPHIRE DR APPLICANT: GREYSTONE HOMES PHONE: CONTRACTOR: PHONE: OWNER: PHONE: INSPECTOR AREA PY PLANCK# CB972 050 0CC GRP B2 CONSTR. TYPE VN STE: LOT: 109 909 273-9494 REMARKS: C/J.R./603-8924 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS GR970005 GRADING ISSUED RW970284 ROW ISSUED 5E970212 SWRSD ISSUED RW980023 ROW ISSUED 5E980025 SWRSD ISSUED FAD98008 FADD ISSUED 5E980073 SWRSD ISSUED WM980015 WMETER ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP 011598 Exterior Lath/Drywall AP PY 011598 Interior Lath/Drywall AP PY 011598 Gas/Test/Repairs AP PY 011498 Exterior Lath/Drywall CA PY 010998 Frame/Steel/Bolting/Welding AP PY 010998 Rough/Topout CO PY 010998 Rough Electric AP PY 010998 Rough/Ducts/Dampers AP PY 122997 Roof Sheathing/Ext Shear AP PY 122697 Roof Sheathing/Ext Shear NR PY 122497 Shear Panels/HD's PA PS 121597 Ftg/Foundation/Piers AP PY 121297 Ftg/Foundation/Piers CO PY 121297 Ftg/Foundation/Piers CO PY 121197 Ftg/Foundation/Piers NR PY 120497 Underground/Under Floor AP PY COMMENTS NEED TOP OUT NO ONE THERE LOWER PART OF SHEAR OK MISSING HP STRAP & REBAR TRAP PRIMER F-INAL BUILDING INSPECTION DEPT: BUILDING PLANNING CMWD ST LITE PLAN CHECK#: CB972050 DATE: 06/23/98 PERNIT#: CB972050 PERMIT TYPE: COM PROJECT NNE: 1 REC BLDG-390 SF&256 PATIO COBBLESTONE, GREYSTONE HOMES ADDRESS: 1396 SAPPHIRE DR Lot# 109 r-•t ') A - CONTACT PERSON/PHONE#: C/TREY '- SEWER DIST: WATER DIST: INSPEC DATE BY: 'Ji'. INSPECTED: k~&A APPROVED DISAPPROVEDLO, - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED COMMENTS: FIN LDING INSPECTION riEPT: BUILDING ENGINEERING PLANNING CMWD ST LITE PLAN CHECK#: CB972050 DATE: 06/23/98 PERNIT#: CB972050 PERMIT TYPE: COM PROJECT NAME: 1 REC BLDG-390 SF&256 PATIO COBBLESTONE, GREYSTONE HOMES ADDRESS: 1396 SAPPHIRE DR Lot# 109 fJ7I JON 24 1998 CONTACT PERSON/PHONE#: C/TREY Li SEWER DIST WATER DIST BY INSPEC ED DATE ( BY: INSPECTED: APPROVED . DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING CMWD PLAN CHECK#: CB972050 6/23/98 PERNIT#: CB972050 PERMIT TYPE: COM PROJECT NNE: 1 REC BLDG-390 SF&256 PATIO COBBLESTONE, GREYSTONE HOMES ADDRESS: 1396 SAPPHIRE DR Lot# 109 CONTACT PERSON/PHONE #: C/TREY SEWER DIST: WATER DIST: INSPEC DATE BY: ________ INSPECTED: Co 2Th APPROVED?... DISAPPROVED : INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - COMMENTS: IICAL CONSULTANTS 4/03% 6960 FLANDERS DRIVE • SAN DIEGO'CALIFORNIA 92121-2974 • TEL (619) 558-6900 • FAX (619) 558-6159 V FOUNDATION OBSERVATION REPORT PROJECT NAME: S- 'I PROJECT NO. _V2 LOCATION: ( _ DATE: 112 - ___ GEOCON INCORPORATED fI IMfATICthJ I (YATI(N (if nI Pntira 6uiIcina) PLAN FILE NO. PERMIT NOS: FOUNDATION TYPE: 0 CONVENTIONAL POST-TENSIONED - 0 ADDITIONAL OBSERVATION REQUIRED SUBSTANTIAL CONFORMANCE PURPOSE OF OBSERVATION tS Verify soil conditions exposed are similar to those anticipated I1 Verify footingeXCaVati0fls extend to minimum depth recommended in soil report Verify foundation reinforcement complies with minimum recommended in soil report Verify slab" reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report $, Verify footings have been extended to an appropriate bearing strata Other / \ .•. APPLICABLE SOIL REPORT: TITLE: _Rep.#cs( - . p SOIL REPORT RECOMMENDATIONS BASED ON: Expansion Condition 0 VERY LOW 3OW 0 MEDIUM .Fill Geometry \ 0 Other: - - DATE: NOV pt 0 HIGH 0 VERY HIGH MINIMUM FOUNDATION RECOMMENDATIONS: ..R Footing Iepth-: 0 12 Inches ,18 Inches 0 24 Inches OTHER Footing Reinforcement: 0 No.4 T&B 0 2-No.4 T&B 0 2-No.5 T&B L(Post-Tensioned OTHER: Interior Slab' Reinforcement: 0 6x6-10/10 0 6x6-616 0 No.3©241nche5 0 No.3@181nches (Post-Tensioned Slab Bedding Material and Thickness: 2_5 - Vapor Barrier: Foundation Width: 1 7- ' OBSERVATIONS: 0 Substantial conformance with Soil Reports (see Purpose of Observation") 0 Substantial conformance with Foundation Plans. Identify: Other COMMENTS: Lo* (1+ ir - ,t. Re* #D ç NOTE: T.4SUMED_ThALALL_COTBIO_EXCAVATIONS_WILLBE_CLEAi,EOOf_ LOOSE _MATERjALERj0jLT.PtAONG.CONCR&S.AND-TKAi-THESO1rMOIS1TJRrJ TENT WILL BE MAINTAINED FIELD C6PIES TO GEOCON REPRESENTATIVE CITY OF CARLSBAD e , 4J' - S - GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT t.&r( DATE l (i LS) PROJECT ID C7Y1-'--- GRADING PERMIT LOTS REQUESTEDFOR RELEASE: [DC, N/A = NOT APPLICABLE COMPLETE o = Incomplete or unacceptable 1st. 2nd. eel Site access to requested lots adequate and logically grouped Site erosion control measures adequate. Overall site adequate for health, safety and welfare of public. Letter of request for partial release submitted 8W x 11" site plan showing requested lots submitted. Compaction report from soils engineer submitted. Engineer of work certification of work done and pad elevations. j 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. Project conditions of approval checked for conflicts Can water service be installed prior to bringing building L- combustibles on site. Partial release of grading for the above stated lots is approved for t h e p u r p o s e o f building permit issuance. Issuance of building permits is still subject to all n o r m a l 1;J City requirements required pursuant to the building permit proc e s s . Partial release of the site is denied for the following reasons: V --- Project Inspector ate Project Engineer Date Senior lnec tor Da .1 1111' Al' II: VII A I A UNNITUTWORMSWARl lTI: Il tI SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: 9712339 Project Title: Marbrisa - Model Project Location: Pool Building Architect: William Hezmalchalch Permit No: Engineer: Specialty Steel Plan File No: Contractor: Greystone Homes, Inc./M. Williams & Sons Location In Structure: Slab - Material Supplier: Palomar Transit Mix Mix Designation: 305002 Admixture(s): Time In Mixer (Minutes): 60 Slump, Inches: 4 CC Temp: Truck Number: 550 Ticket Number: 794165 Air Temp: Samples Fabricated By: GTW Samples Tested By: NH Air Content: Laboratory Number: Mark: 6889 6890 6891 Date Made: 12-16-97 Date Received 12-17-97 Date Tested 12-26-97 01-13-98 01-13-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 152,500 161,500 163,250 Compressive Strength, psi 5,390 5,710 5,770 Age Tested, Days 10 28 28 Required 28 Day Strength, psi 5,000 Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Greystone Homes, Inc./Brian Nestoroff (1) Greystone Homes, Inc./Neils Manley (1) City of Carlsbad (1) Palomar Transit Mix Reviewed By: George Gavit, RCE #56564 11-15d 1/14/98 - A. 1 1OV-10-97 NON 16:27 CI'!'? OF CARLSBAD COMM DE FAX NO. 4380894 P.03 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: II6T icR. ?c1Lcezi PLAN CHEC (NUMBER: C1j OD OWNER'S NAME: 11sJB -jiM35 I, as the owner, or age #esteed of owner (contractors may employ the special Inspector), certify that 1, or the hi engineer of record, will be responsible for employing the special inspector(ieqjirniform Building Code (UBC) Section 1701.1 for the construction proie.ct-1atéd-at (s abo*. UBC Section 106.3.5. I. as the englneér/9chitect of record, certify that I have prepared the following special Inspection prograth as required by UBC Section I05.3.5 for the construction proj e c t l o c a t e d a t the site listed above. £ H.. Signed 1. List of work requiring special inspection: O Soils Compliance Prior to Foundation Inspection 0 Field Welding O Structural Concrete Over 2500 PSI 0 High Strength Bolting ( Prestressed Concrete 0 Expansion/Epoxy Anchors O Structural Masonry 0 Sprayed-On Fireproofing O Designer Specified 0 Other Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. -I---- CI :.- Duties of the special inspectors for the work listed above: B. Spocial Inspectors shall check in with the City and present their credntie!s for approval pr to beginning work on the job site. SIP 4997 EsGil Corporation Professiona(P(an Review Engineers DATE: November 07, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2050 SET: III U APPLICANT JURIS. U 0-170~N REVIEWER U FILE PROJECT ADDRESS: Cobblestone Communities PROJECT NAME: Recreation Building-Pool # 1 and Lattice patio Cover E 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. fl The plans transmitted herewith have significant deficiencies identified BELOW and should be corrected and resubmitted for a complete recheck. LI -The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. • Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person U REMARKS: 1) Applicant to slip sheet floor plan reflecting drinking fountain being located in an alcove per City Building Official. 2) The architect or engineer of record shall complete the attached special inspection program which will then be submitted to the building official for approval prior to issuance of the building permit. By: Tony Embuido Enclosures: Esgil Corporation 0 GA 0 CM 0 EJ 0 Pc 10/30/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Engines lAichllect's Seal £ Slgnalwe Hers Signed 1. List of work requiring special inspection: 0 Soils Compliance Prior to Foundation Inspection 0 Field Welding O Structural Concrete Over 2500 PSI 0 High Strength Bolting O Prestressed Concrete . 0 Expansion/Epoxy Anchors O Structural Masonry 0 Sprayed-On Fireproofing O Designer Specified 0 Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: 3. Duties of the special inspectors for the work listed above: Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. SIP 4997 EsGil Corporation fProfe.csiona(fP(an Review Engineers I DATE: October 10, 1997 L3 APPLICANT $'JURIS JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 97-2050 SET: II PROJECT ADDRESS: Cobblestone Communities PROJECT NAME: Recreation Building and Lattice Patio Cover- The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith have significant deficiencies identified on the enclosed che c k l i s t 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. O 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: Brian Nestoroff 495 E. Rincon, Ste. 115, Corona, CA 91719 Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person U REMARKS: City of Carlsbad to collect additional fees for proposed trellis patio cove r . Plans have been reviewed/checked. By: Tony Embuido Enclosures: Esgil Corporation 0 GA 0 CM 0 EJ 0 PC 10/02/97 trnsmtidot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 97-2050 II October 10, 1997 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad - -- PLAN CHECK NO.: 97-2050 PROJECT ADDRESS: Cobblestone Communities SET: II DATE PLAN RECEIVED BY. DATE RECHECK COMPLETED: ESGIL CORPORATION: 10/02/97 October 10, 1997 REVIEWED BY: Tony Embuido FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return• this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding. corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo Carlsbad 97-2050 II October 10, 1997 . PLANS 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. Submit fully dimensioned plot plan, drawn to scale, showing location, size, and• uses of all existing and proposed structures on the. lot. Identify property lines and show lot dimensions and all easements. Section 106.3.3. a) How about for other recreation building on lot 227? Indicate distance from property lines to the proposed building and any other existing buildings adjacent to proposed buildings. Section 106.3.3. a) How about for other recreation building on lot 227? . FOUNDATION REQUIREMENTS 8. Provide a CURRENT copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. a) How about for lot 227 where other recreation building is being built? 10. Per soils report; note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 1804.3. a) How about for lot 227 where other recreation building is being built? Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Foundation plans have not been completely checked, due to lack of soils report. Additional corrections may follow upon submittal of report.. Per soils report dated 09/26/97, 2nd recreation building has not been completed. Clarify foundation notes on sheet SGN and PTI specfying Date and Project # of the current soils report. It appears to be different than what was submitted with the recheck set of plans. .71 Carlsbad 97-2050 II October 10, 1997 FRAMING/STRUCTURAL 16. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. TITLE 24 DISABLED ACCESS 17. Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements. may be more restrictive than the UBC. See corrections below. g) Plans shall indiôate that the proposed water fountains comply with Section 1117B. I as either: i) Located completely in an alcove, 232" in width. Show alcove for drinking fountain on the floor plan (bld'g. 1) sheet P01.1. MISCELLANEOUS 18. Provide complete structural design and drawings for trellis patio cover. Where is sheet P-I? The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92.123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Tony Embuido at Esgil Corporation. Thank you. EsGil Corporation fprofessioiwffp(an Review Engineers DATE: August 08, 1997 L3 AWaMCANT JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 97-2050 SET:I PROJECT ADDRESS: Cobblestone Communities PROJECT NAME: 2 Recreation Bldg's. and Lattice Patio Cover- E 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. El 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: Brian Nestoroff 495 E. Rincon, Ste. 115, Corona, CA 91719 Esgil Corporation staff did not advise the applicant that the plan check has been completed. E Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Mail - Telephone Fax In Person LI REMARKS: By: Tony Embuldo Esgil Corporation DGA D.CM DEJ El PC Telephone #: Fax #: Enclosures: 07/29/97 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 97-2050 August 08, 1997 . PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to t the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619)438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Final set of plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 3. Specify on the Title Sheet of the plans the gross floor area of each element of this project, including patio (lattice) cover. Section 106.3.3. 4. Provide a Building Code Data Legend onthe Title Sheet. Include the following code information for each building proposed: CORRECT Occupancy Group for rec. (pool) bldg's. and lattice patio cover. 5. Submit fully dimensioned plot plan, drawn to scale, showing location, size, and uses of all. existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Section 106.3.3. 6. Indicate distance from property lines to the proposed building and any other existing buildings adjacent to proposed buildings. Section 106.3.3. Carlsbad 97-2050 August 08, 1997 7. Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the. site plan that is not included with the building permit application filed should be clearly identified as "not included." Sect. 106.3.3. Patio (lattice) cover not shown on permit application. . FOUNDATION REQUIREMENTS 8. Provide a CURRENT copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. 9. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. This does not apply to detached, single- story dwellings: Section 1804.5 10. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 1804.3. 11. The soils engineer may recommend that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 12. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 13. Foundation plans have not been completely checked, due to lack of soils report. Additional corrections may follow upon submittal of report. FRAMING/STRUCTURAL 14. Show on the plans all structural requirements developed in the structural calculations. Section 106.3.3. (See comments below.) a) Minimum 5" slab thickness for post tension slabs. See design calc's. and specify on post tension slab plans. Provide post tension slab drawings for proposed buildings. Specify holdowns per design for left wall of pool bld'g. I and pool bld'g. 2. Show shear panel schedule and dimension for front wall of pool bld'g. 1. Carlsbad 97-2050 August 08, 1997 15. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS PRESTRESSED STEEL x Post Tension Slab When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. . TITLE 24 DISABLED ACCESS Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the UBC. See corrections below. Path of travel from public way and handicap parking stall to the buildings. Show with dashed lines. Show handicap parking is in full compliance per disabled persons. C) Show that the accessible spaces are located, per Section 112913.1 as follows: i) On the shortest possible route to an accessible entrance, when serving a particular building. d) Clear space in front of the water closet shall be ~60" is required for side opening doors. e) Show or note, per Section 111 5B.7. 1.3 that the doors to the accessible water closet compartment will be equipped with a self closing device with: i) ~t34" clearance when located at the side of the compartment. f) Plans indicate proposed showers. Revise plans to show, or note, compliance with the following requirements, per Section 111 5B.6.2 and California Plumbing Code: i) Compartments are 42" clear in width between wall surfaces. g) Plans shall indicate that the proposed water fountains comply with Section 111 7B. I as either: Located completely in an alcove, ~t32" in width and 218" in depth. Positioned to not encroach into accessible pedestrian ways. h) Plans indicate public telephones (or public pay phones) are provided. Revise plans to show, or note compliance with the following, per Section 111713.2. i) The highest operable part of the telephone shall be :948". ii) Telephones shall be equipped with a receiver that generates a magnetic field in the area of the receiver cap. Carlsbad 97-2050 August 08, 1997 . MISCELLANEOUS Provide complete structural design and drawings for trellis patio cover. Where is sheet P-I? Recheck rear elevation with floor plan for pool building 1. It appears to backwards. Clarify. Clearly cross reference or omit (cross-out) all details that don't pertain to set of plans. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 E3 No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, pleasecontact Tony Embuido at Esgil Corporation. Thank you. SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: __OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special. inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. sMMeds Seal £SgbzvHs Signed 1. List of work requiring special inspection: 0 Soils Compliance Prior to Foundation Inspection 0 Field Welding O Structural Concrete Over 2500 PSI 0 High Strength Bolting O Prestressed Concrete 0 Expansion/Epoxy Anchors O Structural Masonry . 0 Sprayed-On Fireproofing O Designer Specified 0 Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: 3. Duties of the special inspectors for the work listed above:.•.•..• A. 14 C. Special Inspectors shall check In with the City and present their credentials for approval prior to beginning work on the job site. SIP 4997 Carlsbad 97-2050 August 08, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2050 PREPARED BY: Tony Embuido DATE: August 08j .1997 BUILDING ADDRESS: Cobblestone Communities BUILDING OCCUPANCY: B/Ui TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA (ft.2) VALUATION MULTIPLIER VALUE ($) REC. (Pool) BLD'G. 1 390 66.00 25,740 REC. (Pool) BLDG. 2 344 66.00 22,704 Patio (Lattice) Cover 256 6.75 . 1,728 Air Conditioning Fire Sprinklers TOTAL VALUE 50,172 1991 UBC Building Permit Fee fl Bldg. Permit Fee by ordinance: $ 419.00 Z 1991 UBC Plan Check Fee fl Plan Check Fee by ordinance: $ 272.35 Type of Review: E Complete Review D Structural Only D Hourly D Repetitive Fee Applicable 0 Other: Esgil Plan Review Fee: $ 217.88 Comments: Sheet I of I macvalue.doc 5196 of Carlsbad 441 BUILDING PLANCHECK CHECKLIST DATE: 7 PLANCHECK NO.: CB ?77SC) BUILDING ADDRESS: PROJECT. DESCRIPTION: ASSESSOR'S PARCEL NUMBER: EST. VALUE: ENGINEERING DEPARTMENT APPROVAL. . DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. Please SeeL the attached report of deficiencies marked with . Make necessary corrections to plans or specifi ions for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. 2Zate: Z 4/ 7 A Right-of-Way permit is required prior to construction of the following improvements: By: Date: By: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By:7 L Date: ATTACHMENTS. Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: Michele Masterson City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619)438-1161, ext. 4315 CFD INFORMATION Parcel Map No: Z3 4 c'S Lots: /O'7 Recordation: /9Q..7 Carlsbad Tract: A-4 Plantheck CI,Isl BP000I Font, MM.doc - Rev.O J 91O3i075 Las Palmas Dr. • Carlsbad, CA 920091576 . (619) 438-1161 • FAX (619) 438-0894 XsT 2 /` 3 u 70 BUILDING PLANCHECK CHECKLIST /o7'- SITE PLAN 6241- 1. Provide a fully dimensioned site plan drawn to scale. Show:! ,( j(C North Arrow D. Property Lines/ Existing & Proposed Structures ® Easements-' Existing Street Improvements F. Right-of-Way Width & Adjacent Streets G. Driveway widths 2. Show on site plan: A. Drainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography 3. Include on title sheet: ME Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE 1• UI 91 4a. Project does not comply with the following Engineering Conditions of approval for Project No. / 0 U 4b. All conditions are in compliance. Date: ______ I-eA- f~A— L4 tN" /72z/ae- uzlt~ W.ASPALMAS%SYSLIBRARVENGWORDDOCSCliKLSTflUIIWIg Plantheck CkISI BP000I Fern, MM.doc - - Rev. 09103107 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 1STI 2NDI 3RD/ 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 %" 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 0/0 0 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $_, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 0 0 U 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $______ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: Plancheck CkM BP000I Fonn MM.doc Rev. 09103197 V BUILDING PLANCHECK CHECKLIST stl 2nd/ 3rdl 0 6c. Enclosed please find your Future Improvement Agreement. agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: Please return 0 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. / U 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). Write "No Grading" on plot plan if none is required. U U 7b. Grading Permit required. A separate grading plan prepared by a registered Civil ,,jJngineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading ft.Ai approval obtained priorto issuance of a Building Permit. Grading Inspector sign off by: Date: U U U 7c. Graded Pad Certification required. (Note: Pad certification. may be required even if a grading permit is not required.) U 0 U 7dNo Grading Permit required. U U U 7e.If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS U U 0 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: Planthecli Clitsi BP000I Fo,m MM.doc - Rev. 09103197 BUILDING PLANCHECK CHECKLIST I stInd/ 3rd/ U U 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. U U U 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. Industrial Waste permit accepted by: Date: U U U 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. lJV" U U 12. U Required feesare attached I-1fees required Ptantheck Mist BP000I Fam, MM.doc Rev. 09103197 PLANNING DEPARTMENT C4,1 BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Address 9th - Planner 1-. i Phone (619) 438-1161, extension GQL APN: M cc Type of Project and Use: .(Aj1 Project Density:____________________ Zoning: General Plan: Facilities Management Zone: CFD (in/nut) #Date of participation: Remaining net dev acres:______ Circle One (For non-residential development: Type of land used created by this permit: 4 Legend: Item Complete Q1 Item Incomplete - Needs your action Environmental Review Required: YES 'NO TYPE DATE OF COMPLETION: V Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: fl Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:____________________________________________________ "fl fi Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES____ NO____ CA Coastal Commission Authority? YES NO____ If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determinatipn Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans.). Complete Coastal'Permit Determination Log as needed. Inclsionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) / Data Entry Completed? YES ____ NO (Enter CB #; UACT; NEXT 12; Construct housing YIN; Enter Fee Amount (See fee schedule for amount); Return) Site Plan: Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. ff El 2. Provide legal description of property and assessor's parcel number. Zoning: Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown Lot Coverage: Required Shown 4.. Height: Required Shown 5. Parking: Spaces Required Shown Guest Spaces Required Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE ii -47 City of Carlsbad 97226 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report:Thursday, November 13, 1997 Reviewed by:Nt Ar) Contact Name William Hezmalhalch Address 17875 Von Karman Ste 404 City, State Irvine CA 92714 EBld:OeptNo-CB 97-2050 Planning No. Job Name Cobblestone Rec Bldg Job Address College BI/Poinsettia Ste. or Bldg. No. Og 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 modifica- tions, 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 construct or install improvements. 0 Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. - For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 97226 File#__________ 2560 Orion Way 0 Carlsbad, California 92008 0 (619) 931-2121 97226 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report:Wednesday, August 6, 1997 Reviewed by Contact Name Ron Nesteroff Address 495 E Rincon #115 City, State Corona CA 91719 Planning No. Job Name Cobblestone Rec Bldg Job Address College BI/Poinsettia Ste. or Bldg. No. Cg 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 modifica- tions, 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 construct or install improvements. O Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1St 2nd 3rd Other Agency ID CFD Job# 97226 FiIe#___________ 2560 Orion Way • Carlsbad, California 92608 0 (619) 931-2121 E S I / F M. E INC. STRUCTURAL ENGINEERS PROJECT: Structural calculations on" COBBLESTONE "to be built in Carlsbad, California for GREYSTONE HOMES REC.-BUILDING #1 1994 Uniform Building Code Date: June 17, 1997 Client: William Hezmalhalch & Associates Revisions: I Client Job No. 96282 I Shipped: NOV 1 ft 1997 I Job No. 7990-01 1921 EAST CARNEGIE AVENUE, ST. 3J, SANTA ANA, CALIFORNIA 92705-0055 Ph: (714) 261-1811 Fax (714) 261-8506 ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet Date 06/16/97 JN. 7990-01 ROOF: Wd.Shake Rock F-1 I I 2 I' Slope a 4:12 3:12 Live Load 16.0 psf 20.0 psf Roof'g Mt'I 4.0 - - Built-Up - - 6.0 Sheathing 1.5 1.5 Roof Rafters 1.5 1.5 Ceiling Joist 1.5 1.5 Drywall 2.5 2.5 Miscellaneous 1.0 1.0 Total D. L. 12.0 psf 14.0 psf Total LOAD 28.0 psf 34.0 psf Tile FLOOR: _____ ____ 31 141 151 4:12 w/o Conc. W/ Conc. 16.0 psf Live Load 40.0 psf 40.0 psf 10.0 D.L.of F. F. 5.0 15.0 - - Sheathing 1.5 1.5 1.5 Floor Joists 3.0 3.0 1.5 Drywall 2.5 2.5 1.5 Total D. L. 12.0 psf 22.0 psf 2.5 1.0 Total Load 52.0 psf 62.0 psf 18.0 psf LOAD CONDITIONS: 34.0ps1 F-37 .1 STANDARD SPECIFICATIONS FOR STRUCTURAL CALCULATIONS 1. Sketches of details in calculations are not to scale and may not represent true conditions on plans. Architect or designer is responsible for drawing details in plans which represent true framing conditions and scale. Enclosed details are intended to complement standard construction practice to be used by experienced and qualified contractors. The structural calculations included here are for the analysis and design of primary structural system. The attachment of non- structural elements is the responsibility of the architect or designer, unless specifically shown otherwise. The drawings, calculations, specifications and reproductions are instruments of service to be used only for the specific project covered by agreement and cover sheet. Any other use is solely prohibited. All changes made to the subject project shall be submitted to E S I I F M E, Inc. in writing for their review and comment. These calculations are meant to be used by a design professional, omissions are intended. • 5. Copyright © - 1994 by E S I I F M E, Inc. Structural Engineers. All rights reserved. This material may not be reproduced in whole or part without written permission of ESI/FME, Inc. PROJECT DESCRIPTION: "COBBLESTONE" Rec. Building #1 Carlsbad, California for GREYSTONE HOMES PROJECT ENGINEER: D.L.F. P/I FOUND. Rev.: DATE: PLAN CHECK: DATE: REVISIONS: SHTS:Z, Ic,, 10 / 13 DATE: ff/r) 117 Init.: Cal. 9> SHTS: Z,, II DATE: 11-13 -117 Init.: 3'1. SHTS: DATE: <.9> Init.: @ SHTS: DATE: Init.: Kg> SHTS: DATE: Init.: <8> SHTS: DATE: Init.: <#>SHTS: DATE: Init.: E S I I F M E, Inc - Structural Engine (This signature is to be a wet signatu F419 I APPROVED BY: ftEN co 11 II No Cr a) P m I Ex M,ch$,2OOO jE!Jj DATE: r.O. ri±R IL ?- --- rw Li (tl a$DARTIIDi MK" 4 IAOT FPO 1 I I L 2-D W-. 1-D L a.r W.P. . S I flLLIO rn,iiviui't rLlil'4 SCALE sVV•Nr NOltFRMIM ORTAIL6 MY A11UECT. PP. WOP.aDOr. tOeaatrpp. OP. a C.C. PAP 4. = LrJ 11 11 10 $6 OP. a P OP. car_ f." I I -, UI I I r DIO I 0II 0 II I I I I -T --- BE LrJ 1'T jr1F1Lj I 1 10 I U 10 11 u u 10 I1 1 uU U "ll COIC. PAP C0. PAP zt -Ir Oa a g pp. C0. PAP I SLAB PLAN SCALE • II4 • amit'ro PCOT-7D00104 FOLMARCK fLAP M.AII MR AMCIIOR DGI.TO AM FCIIA11a4 HAI$I PLACE71EXT 04$. NOTES LPCA1$04 CF PAPE DY A&1ItECT. f4 IRAMINE SCALE II4 • [IJ CLERESTORY FRM'G PLAN SCALE Ii4 • -0. - 00 II II 0 0 0 0 11 011 0 0 0 00 0 II 0 110 ;4 1100 1 r 1r II 0 0 II 11 0 11O II 0 00 If 0 II II 0 11 110 0 II - 0 - If 0 II II 0 'b 0 II'f II 0 b.b hit II II II 11 u 1111 II II If ii II II II oil 0 II 11 1111 Ii ii 0 11 If 1111 Ii 0 11 II 11 0 II 0 Ii 11 II II 011 Ii II 0 1111 0 II II 0 11 II 11 11 II 0 Ii 11 II 0 110 II 11 0 Ii 0 1111 II U 11 II 11 0 II If 0 II II 11 110 II 11 0 fill 011 II U 11 II 11 11 II 00 11 II 11 1111 II II 0 1111 1111 II U 0 If 11 11 II 011 0 II 11 0 II II II 0 110 :-- ---_ L_JL_J : L JL_Ji i__L==JL L-JL J II 0 0 II 0 0 U II II 0 00 0 U U 0 0 Ub0 w I IU Ub 00 0 Ub TRELLIS FRAMI SCALE • 1/4 • NO1E. FR.4KM DTASL3 ar AR1ITEGT. ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet II Date 11-12-97 JN. 7990 1 COBBLESTONE / GREYSTONE HOMES Carlsbad, CA - REC. BUILD'G. Wall (s) @ Right of Rec. Build'g.: L= 4 = 4 ft. (w) LOAD = ( 156 lbs /ft)( 8.5 ft/2 + 0) = 663.00 SHEAR = LOAD'/ L = 663.0 lbs / 4.0 ft. = 165.8 lbs/ ft U S E /\ wl (2) 1/211 dia. x 10" A.B.'s/panel I 2AB I UPLIFT: L (Wall) = 4 ft Wall H= 8 ft LOAD = 663 lbs O.T.M. = 5304 ft lbs 2/3 R. M. = (14*9+1 8*(2/2+1 ))*4AV2*V3 2/3R.M. = 864 NET M= 4440 ft lbs UPLIFT = NET MOMENT / L. = 1110 lbs PROVIDE: ( 1 ) Simpson HPAHD22 to post @ each side. • Wall (a) @ Rear of Rec. Build'g. L = 11 = 11 ft. LOAD = ( 130 lbs /ft)( 16.0 ft/ 2 + 0) = 1040.00 lbs. SHEAR = LOAD/L = 1040.00 lbs / 11.0 ft. = 94.5 lbs /ft U S E /\ w/',4" dia. x 10" A.B.'s 0 72 "0/c AB72 I Wall (s) @ Front of Rec. R'm: L= 3 = 3 ft. (w) LOAD = ( 130 lbs /ft)( 16.0 ft /2 + 0) = 1040.00 lbs. SHEAR = LOAD/ L = 1040.00 lbs / 3.0 ft. = 346.7 lbs / ft U S E A W/ ( 2) 1,4" dia. x 10" A.B.'s 2AB I UPLIFT: L (Wall) = 3 ft Wall H= 8 ft LOAD = 1040 lbs O.T.M. = 8320 ft lb 2/3 R.M. = (14*8+18*(16/2+1))*32/2*2/3 2/3 R. M. = 822 NET M = 7498 ft lbs UPLIFT = NET MOMENT I L = 2499 lbs PROVIDE: ( 1 ) Simpson HPAHD22 to post © each side. w/ ( 1 ) #4 Bar I & B, extend 4' - 0" past post. I ESI I FME file: 7990R1W2.wk4 I E S I / F M E I NC. STRUCTURAL ENGINEERS ./ PROJECT: Structural calculations on " COBBLESTONE "to be built in Carlsbad, California for GREYSTONE HOMES REC.-BUILDING. #1 1994 Uniform Building Code Date: June 17, 1997 Client: William Hezmalhalch & Associates I Revisions: I Client Job No. 96282 Shipped ItJL 02199? I Job No. 7990-01 ;I! 1921 EAST CARNEGIE AVENUE, ST. 34, SANTA ANA, CALIFORNIA 92705-0055 Ph: (714) 261-1811 Fax (714) 261-8506 ESI/FME, Inc. Sheet STRUCTURAL ENGINEERS Date 06/16/97 JN. 7990-017] Rock Tile 121 131 S 3:12 4:12 20.0 psf 16.0 psf -- 10.0 6.0 1.5 1.5 1.5 1.5 1.5 1.5 2.5 2.5 1.0 1.0 14.0 psf 18.0 psf 34.0 psf 34.0 psf FLOOR: 141 151 w/o Conc. WI Conc. Live Load 40.0 psf 40.0 psf D.Lof F. F. 5.0 15.0 Sheathing 1.5 1.5 Floor Joists 3.0 3.0 Drywall 2.5 2.5 Total D. L. 12.0 psf 22.0 psf Total Load 52.0 psf 62.0 psf LOAD CONDITIONS: Il I I lTlONS: ROOF: Wd.Shake Ill Slope 4:12 Live Load 16.0 psf Roof'g Mt'I Built-Up Sheathing Roof Rafters Ceiling Joist Drywall Miscellaneous Total D.L Total LOAD Wel 1.5 1.5 1.5 2.5 1.0 12.0 psf 28.0 psf STANDARD SPECIFICATIONS FOR STRUCTURAL CALCULATIONS Sketches of details in calculations are not to scale and may not represent true conditions on plans. Architect or designer, is responsible for drawing details in plans S which represent true framing conditions and scale. Enclosed details are intended to complement standard construction practice to be used by experienced and qualified contractors. The structural calculations included here are for the analysis and design. of primary structural system. The attachment of non- structural elements is the responsibility of the architect or designer, unless specifically shown otherwise. The drawings, calculations, specifications and reproductions are instruments of service to be used only for the specific project covered by agreement and cover sheet. Any other use is solely prohibited. All changes made to the subject project shall be submitted to E S I / F M E, Inc. in writing for their review and comment. These calculations are meant to be used by a design professional, omissions are intended. Copyright ©-1994 by ESI/FME, Inc. S Structural Engineers. All rights reserved. This material may not be reproduced in whole or part without written permission of ESIIFME, Inc. PROJECT DESCRIPTION: COBBLESTONE" Rec. Building #1 Carlsbad, California for GREYSTONE HOMES SHTS: DATE: Init.: SHTS: DATE: Init.: SHTS: DATE: Init.: . SHTS: DATE: Init.: <> SHTS: DATE: Init.: (> SHTS: DATE: Init.: <9>SHTS: DATE: E S I / F M E, Inc - Structural Engineers (This signature is to be a wet signature, notacopy41 APPROVED BY: N rrl 30407 Cl) m DATE: $ 31, 20002) 1 OFCAL0" S Pi ESI/FME, Inc. Sheet O; STRUCTURAL ENGINEERS Date 7 SINCE 1974 JN. 79ol DESIGN CRITERIA SHEET FOR RESIDENTIAL CONSTRUCTION CODE: 1994 UNIFORM BUILDING CODE (rev. 10/26/95) In all cases calculations will supersede this design criteria sheet. uougias I-Ir—Larcn - 1 v7o max. moisture content. Lumber: #2/#1 c4 #2: Fb=1315/1510 psi; Fv=95 psi 4x6;4x8 : Fb=1140/1300 psi; Fv=95 psi 2x6 #2: Fb = 1140/1310 psi; E=1.6 E6 psi 4x1 0 : Fb = 1050/1200 psi; E=1.6 E6 psi 2x8 #2: Fb=1055/1210 psi; 4x12 : Fb= 965/1100 psi 1 0 #2: Fb= 965/1105 psi; 4x1 4;4x1 6: Fb= 875/1000 psi c12 #2: Fb= 875/1005 psi; Lumber: #1 / S.S. 2x14 #2: Fb= 790/ 905 psi; 6x10: Fb=1350/1 600 psi; Fv=85 psi It is recommended that lumber be free of heart center. 6x12: Fb=1350/1600 psi; E=1.6 E6 psi Glued Laminated Beams: Douglas Fir—Larch PARALLAM PSL 2.0 E Ind. App. Grade: Fb=2400 psi; Fv= 165; E=1 .8 E6 psi Fb=2900 psi; Fv=290 psi; E=2.0 E6 psi MICROLLAM LVL M=L: Fb=2600 osi: Fv=285 osi: E=1.8 ES osi Drypack shall be composed of one part Portland Cement to not more than three parts sand. All structural concrete .................... ... ...........................f'c = 3000 psi All slab—on—grade/continuous footings/pads ...........f'c = 2500 psi All concrete shall reach minimum comoressive stranoth at 2S days All reinforcing shall be A.S.T.M. A-615-60 for #6 bars and larger. Welded wire fabric to be A.S.T.M. A—i 85, lap 1-1/2 spaces, 9' mm. 2. Splicing of bars shall have lapping of 40 dia. or 21_08 mm. in all continuous concrete reinforcement (30 dia. for compression). Masonry reinforcement shall have lappings of 40 dia. or 2'-00. This is in all cases U.N.O. All reinforcing bars shall be accurately and securely placed before pouring concrete, or grouting masonry. Concrete protection for reinforcement shall be at least equal to the diameter of the bars. Cover shall be as follows, U.N.O.: Poured against earth ...................................... 3' Poured against form below grade ................. 2' Slabs on grade (from top of slab) ................. 1 uesign, tarication and Erection of Structural Steel Buildings', AISC, current edition. Steel to conform to ASTM A36. Round pipe columns shall conform to ASTM A53, Grade B. Square/Rectangular steel tubes ASTM A500, Grade B. All welding shall be performed by certified welders, using the Electric Shielded Arc Process at licensed shops or otherwise approved by the Bldg. Dept. Continuous inspection required for all field welding. All steel exposed to weather shall be hot—dip galvanized after fabrication, or other approved weatherproofing method. Where finish is attached to structural steel, provide 1/2'ø bolt holes @4' —0' o.c. for attachment of nailers. See architectural drawinas for finishes (Nelson studs 1/2' x 3" CPL may reolace bolts Concrete block shall be of sizes shown on architectural drawings and/or called for in specifications and conform to ASTM C-90, grade N medium weight units with max. linear shrinkage of 0.06% All vertical reinforcing in masonry walls not retaining earth shall be located in the center of the wall (U.N.O.), retaining walls are to be as shown in details. All cells with steel are to be solid grouted, except retaining walls where all cells are to be solid grouted. ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet 04. Date 0(0(20/Il JN. GENERAL SPECIFICATIONS FOR STANDARD RESIDENTIAL CONSTRUCTION (1994 Uniform Building Code) (rev. 10/26/95) All beams to be supported with full bearing unless noted otherwise. All isolated posts and beams to have Simpson PB's, PC's and/or BC's minimum, U.N.O. All bearing walls on wood floors are to be supported with double joists, U.N.O. Provide 4x or 2— 2x members under shear walls on floor joists. All Simpson HDA, HPA and CB holdowns to be fastened to 4x4 post minimum. All hardware is to be Simpson Strong—Tie or approved equal. Install per mfr.'s specifications. All shop drawings are to be reviewed by the contractor and the architect prior to submittal for engineer's review. All exterior walls are to be secured with 1/2" diameter x 10" anchor bolts @ 72" o.c., U.N.O. (WS1 270 Ramset/Redhead may be used in lieu of anchor bolts). All interior walls to be secured with shot pins per manufacturer's recommendations, U.N.O.. Calculations govern in all cases. Recommend Ramset/Redhead 1516SD @ 24" o.c. U.N.O. All conventional framed portions of structure are to be constructed per section 2317-2326 of the Uniform Building Code, U.N.O. All nailing is to be per table 23—I—Q of the Uniform Building Code, U.N.O. L All nails to be "common", U.N.O. FRAMING NOTES LEGEND MARK: DESCRIPTION SPNI2: 16d Sole Plate Nailing at 12"o/c SCR8 : 3/8"ex 6.5" Sole Plate Screws at 8 "0/c SPNIO: 16d Sole Plate Nailing at 10"o/c SCR6 : 3180e x 6.5" Sole Plate Screws at 6"o/c SPN8 : 16d Sole Plate Nailing at 8"o/c SPN6 : 16d Sole Plate Nailing at 6"o/c SPN4 : 16d Sole Plate Nailing at 4"o/c - SPN3 :16d Sole Plate Nailing at 3"o/c SPN2 : 16d Sole Plate Nailing at 2"o/c FOUNDATION NOTES LEGEND MARK: DESCRIPTION MARK: DESCRIPTION AB64 1/2"e x 10" Anchor Bolts at 640/c 2—#4 : Provide a total of 2—#4 at top & 2—#4 at AB56 : 1/2"o x 10" Anchor Bolts at 56"o/c bottom of footing, 3' past posts. A848 : 1/2"e x 10" Anchor Bolts at 48"o/c 3—#4 : Provide a total of 3—#4 at top & 3—#4 at AB40 : 1/20e x 10" Anchor Bolts at 4.0"o/c bottom of footing, 3' past posts. A832 : 1/20e x 10" Anchor Bolts at 32"o/c 4—#4 : Provide a total of 4—#4 at top & 4—#4 at AB24 : 1/20e x 10" Anchor Bolts at 24"o/c bottom of footing, 3' past posts. AB16 : 1/2"a x 10" Anchor Bolts at 16"o/c HD2A : (1) Simpson HD2A per post. ABS : 1/20a x 10" Anchor bolts at 8"o/c HD5A : (1) Simpson HD5A per post. A824X: 1/2"a x 12" Anchor Bolts at 24"o/c HD6A : (1) Simpson HD6A per post. AB1 6X: 1120a x 12" Anchor Bolts at 16"o/c HD8A : (1) Simpson HD8A per post. AB8X : 1/20a x 12" Anchor bolts at 8"o/c HD10A: (1) Simpson HD10A per post. 2A8 : (2) 1/2"a x 10" Anchor Bolts HD14A: (1) Simpson HD14A per post. 3A8 : (3) 112"a x 10" Anchor Bolts HD20A: (1) Simpson HD20A per post. 2ABX : (2) 1/2"a x iT Anchor Bolts HPA : (1) Simpson HPAHD22 per post. 3ABX : (3)1/Tax 12" Anchor Bolts HPA2P: (1) Simpson HPAHD22-2P per post. 2ABXX: (2) 3/4"a x 12" Anchor Bolts MTT28B: (1) Simpson MTT28B per post. S A -- - - I6-4 - i•.r 648 412 - if SLOPE HALL EQUIP. 11 (" Eel [(7;) WOMEN ME J 8•-O• [ CLG. 31-01 CLG CLG.( ::::::. t1 Elm- A 18, e.*8PP. I8.iiOP. lr Ga x8OP. C'C. PAD CaIC. PAD C424C. PAD L_.J!r il--F L_1 L_X!r1L_J liii II II H II liii H H H liii H II II H liii II It H II ii 1 1 liii II if II 1 Il H if 11 H H 1 0 1 1 V 1 III 1 II H II H Ii II ii iii if Ii H H U HI H if H III ii Ii if 11 if 1111 V H V II II H H H II H H III 1 ii 1 1 II H II II 1 II DII II II II HH :1 ii d HO H 1 II V H II H H II 1 II U III 1 II H Ii H 1 H V II 1 1 if H II U IUI II H 1? 91 IL = J IL = =jI = = IL !11L ll = IL IL IL JL fir 911 = = - -' -kJ ~18.8Q.x OP. Ia 8O.I2 OP. I8 80.x12 OP. CORC. PAD CORC. PAD CQ4C. PAD 8 ba x a, OP. CO4C. PAD 8Q. x I3 OP. CORD. PAD SLABPLAN 5CALE I/4 • ?ER 10 POeT.T4bIa1 PGI2OAT14 — SLA5 PLAN FOR ANChOR DOLN6 AND FO8QATICtI WAWA PLAP1D41 ORLT. IlL - Raw 20 v 801 L f% .ERESTORY FRM'G PLAN' 1/4' • L41 1 KO-Mm a a a a ii anon" do Ai1 1 II 1 9 a 11 H if II H 11 11 if H - = = ir = Tr if if if 11 11, H if 9 1 II il H 1 H DII if II I 1 !I 1 11 11 ii 1 II II II I if 1 i • 1; if I .1 11 9 II II if ill 1 II I if dII 1 1111 fill II 1 II II II II II 1 II :1 1 9 ii if 11 Ii II H II II II II I'll I II 1 II If 1 an 11 if 11 t-u-iri I r'jr rr SCALE /4' • £.ø. 0 !LI ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet 7 Date 6-19-97 JN. 7990— COBBLESTONE / GREYSTONE HOMES Carlsbad, CA REC. BUILD'G. I Dropped BM @ Vest. Length= 5.5 ft. w: Roof = ( 34 psf) ( 16/2 + 2 ) = 340.00 plf W Wall = ( 14 psf) ( 0 + 0 ) = 0.00 A A Floor = ( 52 psf) ( 0 + 0 ) = 0.00 D. L. of Beam ...............= 15.00 w = 355.00 plf Fb= 1140 psi. M = . 1342.3 ft-lb = 16.11 in-k S = Moment I 1.250 Fb = 11.3 in"3 Reactions: Fv = 95 psi ; d = 5.5 in *R = 976 lbs V = w (L/2 - d) = 813.5 lbs. A = 1.5 V / 1.250 Fv = 10.3 in"2 _____ Reqd Sec Properties: 1ProVd *5 = 11.30 in"3 17.65 Allow defi = L / 240 0.28 in *A = 10.28 inA2 19.25 E= 1.6 x10A6 psi * I = 16.61 in'4 48.531 1=5*w*LA4 / 384*E*d= 16.6 in"4 Estimated defi = 0.094 in. USE 4x 6W.C.D.F. 2 ~ 0 [ file: 799OR1b1.wk4 I ESI/FME Inc. STRUCTURAL ENGINEERS COBBLESTONE / GREYSTONE HOMES Carlsbad, CA REC. BUILD'G. LATERAL ANALYSIS Wind Load. . = ( 70 mph! Exp. C )= 1.06 x BASE SHEAR Vb=Z*I*C*W(dl)/Rw = 4*1*275*W /6 = 0.1833 W ( dead load) 1.3 x 12.6 = 17.4 psf LONGITUDINAL: Wind: ....=( 17.4 psf)( 11 - 4) = 122 plf for Wind Loads. Seismic: Roof = ( 12 psf)( 35 ) = 420 Wall = ( 14 psf)( 8+2 4) 2 ) = 168 =( 10psf)( 8- 4) 3)= 120 Floor= ( 12 psf)( 0 ) = 0 708 x( 0.1833 ) ...Controlling Lateral Force: 130 plf ( 2 )* TRANSVERSE: (TI) Wind: ....= ( 17.4 psf)( 13 - 4 ) = 156 plf for Wind Loads. Seismic: Roof = ( 12 psf)( 18 ) = 216 A Wall=( 14 psf)( 8 - 4) 2 )= 112 =( lopsf)( 8- 4) 1)= 40 Floor= ( 12 psf)( 0 ) = 0 368 x( 0.1833 )= ...Controlling Lateral Force: 156 plf ( I ) TRANSVERSE: (T2) Wind: ....= ( 17.4 psf)( 16.5 -. 4 ) = 217 plf for Wind Loads. Seismic: Roof = ( 12 psf)( 10 ) = 120 Wall = ( 14 psf)( 16 - 4 ) 2 ) = 336 =( lopsf)( 8- 4) 0) 0 Floor= ( 12 psf)( 0 ) = 0 456 x( 0.1833 )= ...Controlling Lateral Force: 217 plf ( I ) 130 plf 67 plf 84 plf 40 * = Wind Governs 2 = Seismic Governs ESI I FME file: 7990R1L1.WK4 ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet d Date [JN. 1I LATERAL SHEAR NOTES (rev. 6/97) (1994 UBC; SEISMIC ZONES 3 &4) A VERTICAL: FRAMING MEMBERS DOUG FIR-LARCH 16"o.c. 1 —(2) LAYERS 5/8" Blocked Drywall with 6d cooler nails @ 9" o.c. at edges & field at base layer, 8d cocoler nails @ 7" o.c. at edges & field at face layer ......................................................... 125 plf 2 —112' Drywall with 5d cooler nails @ 7" o.c at edges and field. (Table 254 UBC)........................................................50 ptf 3 - 5/8" Drywall with 6d cooler nails @ 7" o.c at edges and field. (Table 254 UBC)........................................................58 plf 4 —1/2" Drywall with Sd cooler nails @ 4" o.c at edges and field. (Table 25-I UBC)........................................................63 plf 5 - 518" Drywall with 6d cooler nails 4" o.c at edges and field. (Table 254 UBC)....................................................73 plf 6 —1/2" Blocked Drywall with 5d cooler nails @ ,V o.c at edges and field. (Table 254 UBC)..........................................75 pIt 7 - 5/8" Blocked Drywall with 6d cooler nails @ ,C o.c at edges and field. (Table 25-I UBC) .......................................... 88 plf 8 —718" Stucco over approved lath with 16 gauge staples @ 6" o.c. at top and bottom plates, edges of shear wall, and field. (Table 254 UBC)......................................................................180 plf 9 - 7/8" Stucco over approved lath with 16 gauge staples @ 3" o.c. at top and bottom plates, edges of shear wall, and 6" o.c. at field. (ICBO report No. 1254, or equal) .............................. 260 plf 10 - 3/8" Wood Structural Panel w. 8d common nails @ 6" o.c @ edges & 12"o.c. @ field. (Table 23-I-K-1 UBC)........260 plf 11 - 3/8" Wood Structural Panel w. 8d common nails @4" o.c @ edges & 12'o.c. @ field. (Table 234-K-1 UBC)........380 ptf 12 - 3/8" Wood Structural Panel w. 8d common nails @ 3" o.c @ edges & 17o.c. @ field. (Table 23-I-K-1 UBC)........490 plf 13 - 3/8" Wood Structural Panel w. 8d common nails @ 2" o.c @ edges & 12o.c. @ field. (Table 23-I-K-1 UBC)........640 plf 14 —1/2' (or 15/32") Wood Structural Panel with lOd common nails @ 2" o.c at edges and 12" o.c. at field (Table 23-I-K-I UBC)................................................................................................................................................770 ptf 15 - 1/2' (or 15/32") Structural I Wood Panel with 10d common nails @2" o.c at edges and 12" 0.0. at field (Table 234-K-1 UBC) ........................................................................................................................ . ....................... 870 plf NOTES: a. Wood Structural Panel: Material approved by APA, PFSITECO or Pittsburgh Testing Laboratories (this includes OSB) These values are for Doug-Fir Larch or Southern Pine, other lumber species may differ in shear capacities. Provide 3x blocking at horizontal plywood panel joints with edge nailing of 2" o.c. Provide 2x blocking otherwise. Where plywood is applied on both faces of wall and nail spacing is less than 6" o.c., panel joints shall be offset to fall on different framing members or framing shall be 3x or wider and nails staggered on each side. Where nails are spaced at 2" o.c., they shall be staggered and 3x or wider framing members shall be used at adjoining panel edges (including horizontal blocks). H 0 R I Z 0 N T A L: All roof and floor sheathing to be Exposure I or Exterior (Tables 234-J-1 and 23-I-S-I UBC). ROOF: JOIST SPACING. 24" o.c.: 15/32" Wood Struct. Panel P11 2410, with Ws @6" 0.0. at edges & boundaries, 12" o.c. field. FLOOR: Joist Spacing i6" o.c.: 19/32' Wood Struct. Panel T&G, P132/16, w/10d's @ 6" o.c. at edges & boundaries, 10" o.c. field. . Joist Spacing <20" o.c.: 19/32" Wood Struct. Panel T&G", P140/20, wll0d's @ 6" o.c. at edges & boundaries, 10" o.c. field. Joist Spacing S 24" o.c.: 23132* Wood Panel T&G shtg, P148/24, w/l0d's @ 6" o.c. at edges & boundaries, 10" o.c. field. "Panel edges shall have approved T&G joints or shall be supported with blocking. Not required when lightweight concrete is placed over subfloor. FILE 0 91L.A1EHR ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet 10 Date 06-19-97 JN. 7990-1 COBBLESTONE I GREYSTONE HOMES Carlsbad, CA REC. BUILD'G. Wall (s) @ Left of Rec. Build'g. LOAD = ( 156 lbs /ft)( 16.0 ft12+ SHEAR = LOAD/ L = 1248.00 lbs / 7.0 ft. A L= 0) = 7= 7ft. 1248.00 lbs. 178.3 lbs/ft I2AB LOAD = 1248 lbs O.T.M. = 9984 ft lbs 2/3 R.M. = (14*9+18*(2/2+1 ))*72/2*2I3 2/3 R.M. = 2646 NET M = 7338 ft lbs UPLIFT = NET MOMENT / L = 1048 lbs PROVIDE: ( 1 ) Simpson HPAHD22 to post @ each side. Wall (s) @ Between Hall & BA: L= 15.5 = 15.5 ft. LOAD = ( 156 lbs /ft)( 16.0 ft /2 + 0 ) = 1248.00 lbs. LOAD = ( 217 lbs /ft)( 8.0 ft /2 + 0 ) = 868.00 lbs. SHEAR = LOAD / L = 2116.00 lbs I 15.5 ft. = 136.5 lbs I ft U S E 10 w/ ( 3 ) ½" dia. x 10" A.B.'s I 3AB I Wall (s) @ Left of Equipment R'm: L= 11.5 = 11.5 ft. LOAD = ( 156 lbs /ft)( 16.0 ft /2 + 0) = 1248.00 lbs. LOAD = ( 217 lbs /ft)( 8.0 ft /2 + 0 ) = 868.00 lbs. SHEAR = LOAD I L = 2116.0 lbs I 11.5 ft. = 184.0 lbs I ft U S E W/ ( 2 ) ½" dia. x 10" A.B.'s I 2AB UPLIFT: L (Wall) = 11.5 ft Wall H= 8 ft LOAD = 2116 lbs O.T.M. = 16928 ft lbs 2/3 R.M. = (14*6+10*8+18*(6/2+1))*1 1.5A2/2*2/3 2/3 R.M. = 10404 NET = 6524 ft lbs UPLIFT = NET MOMENT / L = 567 lbs 0. K. FME file: 7990R1W1.wk4 an COBBLESTC Carlsbad, CA ESI/FME, Inc. STRUCTURAL ENGINEERS / GREYSTONE Sheet t( Date 06-19-97 JN. 7990-1 REC. BUILD'G. Wall (s) @ Right of Rec. Build'g.: L= (w) LOAD = ( 156 lbs /ft)( 8.5 ft/2+ 0) = SHEAR = LOAD/ L = 663.0 lbs / 5.0 ft. = U S E WI ( 2 ) h/2H dia. x 10" A.B.'s UPLIFT: L (Wall) = 5 ft Wall H= 8 ft LOAD = 663 lbs O.T.M. = 5304 ft lbs 2/3 R. M. = 04*9+1 8*(212+ 1 ))*52I2*2/3 2/3 R. M. = . 1350 NET M = 3954 ft lbs UPLIFT = NET MOMENT I L = 791 lbs 5= 5ff. 663.00 132.6 lbs/ft 12A81 Wall (s) @ Rear of Rec. Build'g. L = LOAD = ( 130 lbslft)( 16.0 ft12+ 0) = SHEAR = LOAD/ L = 1040.00 lbs I 11.0 ft. = U S E /10'\ wl ( 2) 1/2" dia. x 10" A.B.'s (~) Wall (5) @ Front of Rec. Rim : L= (w) LOAD = ( 130 lbs/ft)( 16.0 ft/2+ 0 ) = SHEAR = LOAD / L = 1040.00 lbs I 3.0 ft. = U S E AL- w/(2)1/2 " dia. x 10" A.B.'s UPLIFT: L (Wall) = 3 ft Wall H= 8 ft LOAD = 1040 lbs O.T.M. = 8320 ft lbs 2/3 R. M. = (14*8+18*(16I2+1))*3I2I2*2/3 2/3 R. M. = 822 NET M = 7498 ft lbs UPLIFT = NET MOMENT I L = 2499 lbs PROVIDE: ( 1 ) Simpson HPAHD22 to post @ each side. wl( 1 )#4 Bar T&B, exten'd4'-0" past post. 0 11= 11 ft. 1040.00 lbs. 94.5 lbs/ft 2AB 3= 3ff. 1040.00 lbs. 346.7 lbs Ift f2ABI is COBBLEST Carlsbad, CA ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet 12- Date 6-20-97 JN. 7990-i REC. BUILDING I FOUNDATION ANALYSIS ASSUMED SOIL BEARING PRESSURE (Per UBC Table No. 29-B) By: Job No. 1. Continuous Footing Design: Roof : ( 34 ) ( 16/2+1 ) = 306 plf Wall : ( 14 ) ( 8 ) = 112 Floor: ( 52 ) ( 0 ) = 0 Deck:( 72)( 0)= 0 418 plf POST-TENSION FOUNDATION BY OTHERS. 9 1500 psf S I /. F M E I NC. STRUCTURAL ENGINEERS S PROJECT: Structural calculations on " COBBLESTONE "to be built in Carlsbad, California for GREYSTONE HOMES REC.-BUILDING #2 1994 Uniform Building Code Date: June 17, 1.997 Client: William Hezmalhalch & Associates I Revisions: I Client Job No. 96282 ~ 0 Shipped: JUL o F0 No. 7990-01 I 1921 EAST CARNEGIE AVENUE, ST. 3J, SANTA ANA, CAUFORMA 92705-0055 Ph: (714) 261-1811 ° Fax (714) 261-8506 ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet o2. Date 06/16/97 JN. 7990-01 ROOF: Wd.Shake Rock Tile FLOOR: Iii 21 31 ____ 141 151 Slope a 4:12 3:12 a 4:12 w/o Conc. W/ Conc. Live Load 16.0 psf 20.0 psf 16.0 psf Live Load 40.0 psf 40.0 psf Roof'g Mt'I 4.0 - - 10.0 D. L. of F. F. 5.0 15.0 Built-Up - - 6.0 - - Sheathing 1.5 1.5 Sheathing 1.5 1.5 1.5 Floor Joists 3.0 3.0 Roof Rafters 1.5 1.5 1.5 Drywall 2.5 2.5 Ceiling Joist 1.5 1.5 1.5 Total D. L. 12.0 psf 22.0 psf Drywall 2.5 2.5 2.5 Miscellaneous 1.0 1.0 1.0 Total Load 52.0 psf 62.0 psI Total D.L 12.0 psf 14.0 psf 18.0 psf LOAD CONDITIONS: Total LOAD 28.0 psf 34.0 psf 34.0 psf I I I I I STANDARD SPECIFICATIONS FOR STRUCTURAL CALCULATIONS 1. Sketches of details in calculations are not to scale and may not represent true conditions on plans. Architect or designer is responsible for drawing details in plans which represent true framing conditions and scale. Enclosed details are intended to complement standard construction practice to be used by experienced and qualified contractors. The structural calculations included here are for the analysis and design of primary structural system. The attachment of non- structural elements is the responsibility of the architect or designer, unless specifically shown otherwise. The drawings, calculations, specifications and reproductions are instruments of service to be used only for the specific project covered by agreement and cover sheet. Any other use is solely prohibited. All changes made to the subject project shall be submitted to E S I / F M E, Inc. in writing for their review and comment. These calculations are meant to be used by a design professional, omissions are intended. Copyright ©-1994 by ESI/FME, Inc. Structural Engineers. All rights reserved. This material may not be reproduced in whole or part without written permission of ESl/FME, Inc. PROJECT DESCRIPTION: "COBBLESTONE" Rec. Building #2 Carlsbad, California for GREYSTONE HOMES SHTS: DATE: 9> SHTS: DATE: Init.: <9>SHTS: DATE: Init.: SHTS: DATE: <9>SHTS: DATE: Init.: <t>SHTS: DATE: Init.: <9>Init.: SHTS: DATE: E S I I F M E, Inc - Structural Engineers (This signature is to be a wet signature, not a copy.) APPROVED BY: DATE: ESIIFME, Inc. STRUCTURAL ENGINEERS Sheet 03 Date 0/20/97 JN. 11'O' GENERAL SPECIFICATIONS FOR STANDARD RESIDENTIAL CONSTRUCTION (1994 Uniform Building Code) (rev. 10/26/95) All beams to be supported with full bearing unless noted otherwise. All isolated posts and beams to have Simpson PB's, PC's and/or BC's minimum, U.N.O. All bearing walls on wood floors are to be supported with double joists, U.N.O. Provide 4x or 2-2x members under shear walls on floor joists. All Simpson HDA, HPA and CB holdowns to be fastened to 4x4 post minimum. All hardware is to be Simpson Strong—TieTM or approved equal. Install per mfr.'s specifications. All shop drawings are to be reviewed by the contractor and the architect prior to submittal for engineer's review. All exterior walls are to be secured with 1/2" diameter x 10' anchor bolts @ 72" o.c., U.N.O. (WS1 270 Ramset/Redhead may be used in lieu of anchor bolts). All interior waits to be secured with shot pins per manufacturer's recommendations, U.N.O.. Calculations govern in all cases. Recommend Ramset/Redhead 1516S0 © 24' o.c. U.N.O. All conventional framed portions of structure are to be constructed per section 2317-2326 of the Uniform Building Code, U.N.O. K All nailing is to be per table 23-1 —0 of the Uniform Building Code, U.N.O. L All nails to be "common', U.N.O. FRAMING NOTES LEGEND MARK: DESCRIPTION SPN12: 16d Sole Plate Nailing at 12"o/c SCR8 : 3/8"ex 6.5" Sole Plate Screws at 8 "0/c SPN10: 16d Sole Plate Nailing at 10"o/c SCR6 : 3/8"o x 6.5" Sole Plate Screws at 6 "0/c SPN8 : 16d Sole Plate Nailing at 8"o/c SPN6 : 16d Sole Plate Nailing at 6"o/c SPN4 : 16d Sole Plate Nailing at 4"o/c - SPN3 :16d Sole Plate Nailing at 3"o/c SPN2 :16d Sole Plate Nailing at 2'o/c FOUNDATION NOTES LEGEND MARK: DESCRIPTION MARK: DESCRIPTION AB64 : 1/2"z x 10° Anchor Bolts at 64"o/c 2—#4 : Provide a total of 2—#4 at top & 2—#4 at A856 : 1/286 x 10" Anchor Bolts at 56"o/c bottom of footing, 3' past posts. AB48 : 1/2"ø x 10" Anchor Bolts at 48°o/c 3—#4 : Provide a total of 3—#4 at top & 3—#4 at AB40 : 1/200 x 10" Anchor Bolts at 40'o/c bottom of footing, 3' past posts. A832 : 1/2"e x 10" Anchor Bolts at 320o/c 4—#4 : Provide a total of 4—#4 at top & 4—#4 at AB24 : 1/2"e x 10" Anchor Bolts at 240/c bottom of footing, 3' past posts. ABI6 : 1/2°e x 10" Anchor Bolts at 16"o/c HD2A : (1) Simpson HD2A per post. ABS : 1/2"o x 10" Anchor bolts at 8"o/c HD5A : (1) Simpson HD5A per post. AB24X: 1/2°o x 12" Anchor Bolts at 240/c HD6A : (1) Simpson HD6A per post. ABI 6X: 1/2°ø x 12' Anchor Bolts at 16"o/c HD8A : (1) Simpson HD8A per post. AB8X : 1/20ø x 120 Anchor bolts at 80/c HD1 OA: (1) Simpson HD OA per post. MB : (2) 1/2"a x 10' Anchor Bolts HD14A: (1) Simpson HD14A per post. 3A6 : (3) 1/2"o x 10" Anchor Bolts HD20A: (1) Simpson HD20A per post. 2ABX : (2) 112"ø x 12' Anchor Bolts HPA : (1) Simpson HPAHD22 per post. 3ABX : (3) 112"ø x 12" Anchor Bolts HPA2P: (1) Simpson HPAHD22-2P per post. 2ABXX: (2) 3/4"e x 12" Anchor Bolts MTT28B: (1) Simpson MTT28B per post. fl S 4 SINCE 1974 ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet 04 Date 06 /20/017 [JN. '7 1110 DESIGN CRITERIA SHEET FOR RESIDENTIAL CONSTRUCTION CODE: 1994 UNIFORM BUILDING CODE (rev. 10/26/95) In all cases calculations will supersede this design criteria sheet. uougias t-Ir—L.arcn - 19% max. moisture content. Lumber: #2/#1 2x4 #2: Fb=1315/1510 psi; Fv=95 psi 4x6;4x8 : Fb=1140/1300 psi; Fv=95 psi 2x6 #2: Fb= 1140/1310 psi; E=1.6 E6 psi 4x1 0 : Fb= 1050/1200 psi; E=1.6 E6 psi 2x8 #2: Fb= 1055/1210 psi; 4x12 : Fb= 965/1100 psi 2x1 0 #2: Fb= 965/1105 psi; 4x1 4;4x1 6: Fb= 875/1000 psi 2x1 2 #2: Fb= 875/1005 psi; Lumber: #1 / S.S. 2x14 #2: Fb= 790/ 905 psi; 6x10: Fb= 1350/1600 psi; Fv=85 psi It is recommended that lumber be free of heart center. 6x1 2: Fb = 1350/1600 psi; E= 1.6 E6 psi Glued Laminated Beams: Douglas Fir—Larch PARALLAM PSL 2.0 E Ind. App. Grade: Fb=2400 psi; Fv=165; E=1.8 E6 psi Fb=2900 psi; Fv=290 psi; E=2.0 E6 psi MICROLLAMLVL M=L: Fb=2600 psi: Fv=285 psi: E=1.8 E6 osi urypacic snaii oe composea OT one part oruana cement to not more than three parts sand. All structural concrete ..................................................f'c = 3000 psi All slab—on--grade/continuous footings/pads ...........f'c = 2500 psi All concrete shall reach minimum comoressive strenath at 2R days E All reinforcing shall be A.S.T.M. A-615-60 for #6 bars and larger. Welded wire fabric to be A.S.T.M. A-185, lap 1-1/2 spaces, 9' mm. Splicing of bars shall have lapping of 40 dia. or 2'-0' mm. in all continuous concrete reinforcement (30 dia. for compression). Masonry reinforcement shall have lappings of 40 dia. or 21_0N. This is in all cases U.N.O. All reinforcing bars shall be accurately and securely placed before pouring concrete, or grouting masonry. Concrete protection for reinforcement shall be at least equal to the diameter of the bars. Cover shall be as follows, U.N.O.: Poured against earth ...................................... 3N Poured against form below grade ................. 2' Slabs on grade (from top of slab) ................. 1 L)esign, Fabrication and Erection of Structural Steel Buildings', AISC, current edition. Steel to conform to ASTM A36. Round pipe columns shall conform to ASTM A53, Grade B. Square/Rectangular steel tubes ASTM A500, Grade B. All welding shall be performed by certified welders, using the Electric Shielded Arc Process at licensed shops or otherwise approved by the Bldg. Dept. Continuous inspection required for all field welding. All steel exposed to weather shall be hot—dip galvanized after fabrication, or other approved weatherproofing method. Where finish is attached to structural steel, provide 1/2'ø bolt holes © 4'—O' o. c. for attachment of nailers. See architectural drawings for finishes (Nelson studs 1/2" x 3' CPL may reolace boitsi concrete block shall be of sizes shown on architectural drawings and/or called for in specifications and conform to ASTM C-90, grade N medium weight units with max. linear shrinkage of 0.061% All vertical reinforcing in masonry walls not retaining earth shall be located in the center of the wall (U.N.O.), retaining walls are to be as shown in details. All cells with steel are to be solid grouted, except retaining walls where all cells are to be solid grouted. - ROOF FRAMING PLAN SCALE I/40 • P-ø 71 __J-J •• • • I - '• •-. •. • 1 • \ • • 14 II EQUIP 3.•O• CLG. F eo ] WOMEN I lipI MEN 8-0 CLG. I I L) I 8-0 CLi3. J i L....J1 rE L J J.. - ROOF FRAMING PLAN SCALE: V4" • I&M V F 0 ESIIFME, Inc. STRUCTURAL ENGINEERS Sheet Date La COBBLESTONE / GREYSTONE HOMES Carlsbad, CA REC. BUILD'G. 2 LATERAL ANALYSIS Wind Load. . = ( 70 mph! Exp. C ) = 1.06 x ** BASE SHEAR Vb=Z* 1* C*W(dl)/Rw = .4*1*2.75*W / 6 = 0.1833 W ( dead load) LONGITUDINAL: 1.3 x 12.6 17.4 psf Wind. ....=( 17.4 psf)( 11 - 4) = 122 plf for Wind Loads. Seismic: Roof = ( 12 psf)( 26 ) = 312 Wall=( 14 psf)( 8 - 4) 2 )= 112 _ = ( 10 psf)( 8 - 4) 2 ) = 80 Floor= ( 12 psf)( 0 ) = 0 504 x( 0.1833 )= 92 plf ...Controlling Lateral Force: 122 plf ( 1 )* S TRANSVERSE: Wind: . . . . = ( 17.4 psf)( 12 - 4 ) = 139 plf for Wind Loads. Seismic: Roof = ( 12 psf)( 16 ) = 192 A Wall=( 14 psf)( 8 - 4) 2 )= 112 =( l0 psf)( 8- 4) 1)= 40 Floor= ( 12 psf)( 0 ) = 0 344 x( 0.1833 )= 63 plf Controlling Lateral Force: 139 plf ( 1 )* S * = Wind Governs 2 = Seismic Governs ESI I FME file: 7990R2L1.WK4 ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet 8 Date JN. LATERAL SHEAR NOTES (rev. 6/97) (1994 UBC; SEISMIC ZONES 3&4) A VERTICAL: FRAMING MEMBERS DOUG FIR-LARCH 16" o.c. 1 —(2) LAYERS 516" Blocked Drywall with 6d cooler nails @ 9" o.c. at edges & field at base layer, Sd c000ler nails @ 7" o.c. at edges & field at face layer.........................................................125 p1! 2 —112' Drywall with 5d cooler nails @ T o.c at edges and field. (Table 25-I UBC)........................................................50 p1! 3 —518" Drywall with 6d cooler nails @7" o.c at edges and field. (Table 25-lUBC) ........................................................ 58 p1! 4 - lIZ' Drywall with Sd cooler nails @ 4" o.c at edges and field. (Table 254 USC) ........................................................ 63 p11 5 - 518" Drywall with 6d cooler nails @ 4" o.c at edges and field. (Table 25-I UBC)....................................................73 p1! 6 _l/2'Slocked Drywall with 5d cooler nails 4" o.c at edges and field. (Table 25-lUBC) .......................................... 75 p1! 7 _51r Blocked Drywall with 6d cooler nails @4" o.c at edges and field. (Table 254 USC) .......................................... 88 p11 8 —718" Stucco over approved lath with 16 gauge staples @ 6" 0.0. at top and bottom plates, edges of shear wall, and field. (Table 25-I UBC)......................................................................180 p11 9 - 7/8" Stucco over approved lath with 16 gauge staples @ 3" o.c. at top and bottom plates, edges of shear wall, and 6" o.c. at field. (lCBO report No. 1254, or equal)..............................260 p11 10 —318"Wood Structural Panel w. 8d common nails @6" o.c @ edges& 12"o.c. @ field. (Table 234-K-1 UBC) ........ 260 Of 11 —3/8" Wood Structural Panel w. Sd common nails @ 4" o.c @ edges & 12o.c. @ field. (Table 234-K-1 UBC)........380 p1! 12 - 3/8" Wood Structural Panel w. Sd common nails @ 3" o.c @ edges & 17o.c. @ field. (Table 23-I-K-1 UBC) ........ 480 p1! 13 - 3/8" Wood Structural Panel w. Sd common nails @ 2" o.c @ edges & 12"o.c. @ field. (Table 23-I-K-I UBC)........640 p11 14 1121 (or 15132') Wood Structural Panelwith lOd common nails @ ?o.catedgesand 12" o.c. atfield (Table 234-K-1 UBC)................................................................................................................................................770 p1! 15 - 1/2' (or l5/3?)Structural lWood Paneiwith 10d common nails@ Z' o.catedges and 12' o.c. atfield (Table 23-I-K-1 UBC) ........................................................................................................................ . ....................... 870 pIt NOTES: a. Wood Structural Panel: Material approved by APA. PFSITECO or Pittsburgh Testing Laboratories (this includes OSB) These values are for Doug-Fir Larch or Southern Pine, other lumber species may differ in shear capacities. b. Provide 3x blocking at horizontal plywood panel joints with edge nailing of 2" o.c. Provide 2x blocking otherwise. a. Where plywood is applied on both faces of wall and nail spacing is less than 6" o.c., panel joints shall be offset to fall on different framing members or framing shall be 3x or wider and nails staggered on each side. d. Where nails are spaced at 2" o.c., they shall be staggered and 3x or wider framing members shall be used at adjoining panel edges (including horizontal blocks). H 0 R I Z 0 N T A L: All roof and floor sheathing to be Exposure I or Exterior (Tables 234-J-1 and 23-I-S-I USC). ROOF: JOIST SPACING.$ 24" o.c.: 15137 Wood Struct. Panel P1124/0, with Sd's @6" 0.0. at edges & boundaries, 12" o.c. field. FLOOR: Joist Spacing 5.16" o.c.: 19132' Wood Struct. Panel T&G, P132/16, wllOd's @ 6" o.c. at edges & boundaries, 10' o.c. field. . Joist Spacing c 20" o.c.: 19/32" Wood Struct. Panel T&G, P140120. w/10d's @ 6" o.c. at edges & boundaries, 10" o.c. field. Joist Spacing s2V o.c.: 2313? Wood Panel T&G shtg, P148124, w/10d's @ 6" o.c. at edges & boundaries, 10" o.c. field. "Panel edges shall have approved T&G joints or shall be supported with blocking. Not required when lightweight concrete is placed over subfloor. FILE 97t.A1XR isE COBBLESTC Carlsbad, CA ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet 0) Date 06-20-97 JN. 7990-1 REC. BUILD'G. 2 () Wall (s) © Left of Rec. Build'g.: L = 6.75 = 6.75 ft. LOAD = ( 139 lbs/ft)( 24.5 ft / 2 + 0 ) = 1702.75 lbs. SHEAR = LOAD / L = 1702.75 lbs I 6.8 ft. = 252.3 lbs / ft U S E /\ WI ( 2 ) 1,4" dia. x 10" A.B.'s 2AB I UPLIFT: L (Wall) = 6.75 ft Wall H= 8 ft LOAD = 1702.8 lbs O.T.M. = 13622 ft lbs 2/3 R. M. = (14*8+1 8*(4/2+ 1))*6. 7512/2*2/3 2/3R.M. = 2521.1 NETM= 11101 ftlbs UPLIFT = NET MOMENT / L = 1645 lbs PROVIDE: ( 1 ) Simpson HPAHD22 to post @ each side. ® Wall (s) @ Right of Rec. Build'g. L= 3.5 = 3.5 ft. LOAD = ( 139 lbs /ft)( 24.5 ft /2 + 0 ) = 1702.75 lbs. SHEAR = LOAD/ L = 1702.75 lbs / 3.5 ft. . = 486.5 lbs /ft U S E /\ wl ( 3) 1/211 dia. x 10" A.B.'s 3AB UPLIFT: L (Wall) = 3.5 ft Wall H= 8 ft LOAD = 1702.8 lbs O.T.M. = 13622 ft lbs 2/3 R. M. = (14*8+18*(4/2+1 ))*3.512/2*2/3 2/3R.M. = 677.83 NET M= 12944 ft lbs UPLIFT = NET MOMENT / L = 3698 lbs PROVIDE: (1) Simpson HPAHD22 to post © one side & Simp. MTT28B © corner. wl (1) #4 Bar T & B, exten'd 4' - 0" past post.. Wall (s) @ Rear of Rec. Build'g. L= 11.25 = 11.25 ft. LOAD = ( 122 lbs /ft)( 16.0 ft/ 2 + 0 ) = 976.00 SHEAR = LOAD/ L = 976.0 lbs / 11.3 ft = : 86.8 lbs / ft U S E A w/1A" dia. x 10" A.B.'s Q 72 0/c IAB72 ESI I FME file: 7990R2W1.wk4 P F M ESI ES!/FME, Inc. STRUCTURAL ENGINEERS Sheet l Date 06-20-97 JN. 7990-1 COBBLESTONE / Carlsbad, CA REC. BUILD'G. 2 Wall (s) @ Front of Rec. BuiId'g.: L = LOAD = ( 122 lbs Ift)( 16.0 ft/2+ 0 ) = SHEAR = LOAD / L = 976.00 lbs I 5.5 ft. = U S E /\ WI (2 ) 141I dia. x 10" A.B.'s UPLIFT.: L (Wall) = 5.5 ft Wall H= 8 ft LOAD = 976 lbs O.T.M. = 7808 ft lbs 2/3 R. M. = (14*8+18*(312+1 ))*5.5l2/2*2J3 2/3R.M. = 1583.1 NET M= 6225 ft lbs UPLIFT = NET MOMENT I L = 1132 lbs PROVIDE: (1)Simpson HPAHD22 to post @ each side. 5.5 = 5.5 ft. 976.00 lbs. 177.5 lbs /ft I2ABI ~ I* I ESI / FME file: 7990R2W2.wk4 Ej ESI/FME, Inc. STRUCTURAL ENGINEERS COBBLESTONE I UKtYS I ONt= l-10M1S Carlsbad, CA REC. BUILDING 2 FOUNDATION ANALYSIS ASSUMED SOIL BEARING PRESSURE (Per UBC Table No. 29-13) By: Job No. 1. Continuous Footing Design: Roof : ( 34 ) ( 12/2+1 ) = 238 plf Wall : ( 14 ) ( 8 ) = 112 Floor:( 52)( 0 )= 0 Deck:( 72)( 0 )= 0 350 plf POST-TENSION FOUNDATION BY OTHERS. Sheet 11 Date 6-20-97 1JN. 7990-1 1500 psf E S I / F M E I NC. STRUCTURAL ENGINEERS 0 . PROJECTStwcturai Calculations on "COBBLESTONE" to be built in Carlsbad, California for GREYSTONE HOMES DETAILS (REC. BUILD'GS) Date: June 17th, 1997 Client :William Hezmalhalch & Associates I Revisions: I Client Job No. Shied: I Job No. 7990-01 I ~ 0 1921 EAST CARNEGIE AVENUE, ST. 3J, SANTA ANA, CALIFORNIA 92705-0055 Ph: (714) 261-1811 0 Fax (714) 261-8506 - - ...- 131.al.u.. rr T ,' II 1 P3.115 alaSt11l H H ITl____ 11131515 -_ O— ' '' .aIll - Q\\SIO / ellIS - çrcs31n 13111 131 alms. 1St3. lea. 4_Il.. ecs. .51 r aI'9I Li F- Ci) Wa. a IF I I' an..., leSt 17 f DRAG lB TO GRDER TRUSS 13 COLLRIV4 DETAI. 9 PEPPEtIC(LAR DRAG STRUT 5 BEAM POCKET DRAG CONNECTION 1 EAVE TRUSS SHEAR COt*1ECT1ON fa X r1r (j) s-_Il-- 131 %lAlf - wi i a W5d I.) JL..A LI 131• - a- _____ 1••Sd 31 sea .n -. a rnern-p s,IlIeN 0\ ft) rn a (lISt iltlUlk I..__ (beSt IS be - - 1315115 - - 1 1331 wlm-v __________ :: sits, t.1131la 53113$ IlI 311131 153111 past 11315•115011 as,. Peis. ........ 5151. taStess . 11. I 155 aTh.aSStP a.....?.r. - amsas. ••. . • a IntAls •31. £S31?a.S 13131ea 11311. ass. 531 11 SIMIle lime C ___ka !oa. k. 4ITFSNATF -wc_ ME Al_I ClTd lISts. , 18 ROOF TO WALL SHEAR TRANSFER 14 SPSON IPAI22 101 MAIN INTERIM BEAM 6 GABLE 21 EAVE RAFTER SHEAR CONNECTION 0 III " S.Ifihi . I : 1a.. U slStIfl 11311 Ill S 51151151511 11 1 ntis Se __UI1 _111311 /0 - -i s-.0 -®alum Il.ISlillllSl.•I 0 '-15- tWPWdlIS 531.1115 a. u_.- beSt P$ltl• 135 11 lId S .$413I4$4f.ItM4l.. - _ i_i_i_t_i_1i1;'i1u1T 31155 . 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