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HomeMy WebLinkAbout1406 CORAL WAY; ; CB973106; Permit1/2/52-rl BUILDING PERMIT ^eimit- Wo uB97Jl<io 12/17/97 1, 17 Proi^ct Wo A^703367 Paae 1 of 1 Development No Job Address 1406 CORAL WY Suite Permit lype MISCELLANEOUS Parcel No Lot# 101 Valuation 11 85b Construction Type NEvfl Occupancy Gioup Referenced Status ISSUED Description MODEL HOME CARACE_JX> SALES Applied 10/17/97 TJFFTCE-COBBLESTONE " r^c? jVfcWgrffegV^t i/^/17/97*-wt/v/ JL&f ,i T f f t \F\f\eJt, \fJi, \ft— Appl/Ownr GREYSTONE HOMES 495 E RINCON STE 115 CORONA, CA 91719 *** Fees Required *** ^ 909 273-9494 Collected & Credits *** Fees Adiustments Total Fees Fee description 150 / J.5Q/ f * /4 Aj, ~w t ,.,f00 1 00 <?oo' J % "" f 3 -s f JJ - i t\ *% 1_J4 KTi, T*otal^ Creditstf I "' f TotaL* Paym^nfcs '-- **% 7< Balance 'Dul •"A, f Units*/ ' Fee/dm t f f f\v* 150 Ext f€ 00 00 00 ;e Data Miscellaneous Fee?#1^ * MISCELLANEOUS TOTAL' 1V50 150 00 PERMIT FE 150 00 r -v CITY OF CARLSBAD 2075 Las Palmas Dr Carlsbad CA 92009 (619) 438 1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr, Carlsbad CA 92009 (760)438-1161 fROJEQT INFORMATION FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated Date Address (include BIdg/Suite #)I.I Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use / Proposed Use Description of Woi SQ FT #of Stories f of Bedrooms of Bathrooms Name ' « Address 3 APPSANTji|§Q Jpntractor _Q Agent fw Contraetor%,Q Owner City lent for Owner State/Zip Telephone # Name 4 ^PROPERTY Address City State/Zip Telephone # City State/Zip Telephone # CONTRACTOR COMPANY NAME ' ™ ^ I "^ 1ST \ AM® *•** "™* (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 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 (or the alleged emption An* violation of Section 7031 5 by any^pplicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) I shall not employ any person in anv manner so as 6 WORKERS COMPENSATION Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarationsw_^ w ^3—'I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance 'of the work for which this permit is issued 0 I nave and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the .viork for which this permit is issued My worker s compensation insurance carrier and policy number are __ O I ft T Q Insurance Company Policy No L»fTrfoi —/fTlx-a Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D CERTIFICATE OF EXEMPTION 1/ttertify that in the performance of the work for which this permit is issued to become subieotp the Workers/ Qonipensation Laws of California^ compensationcjjveTSgeis unlawful and shall subject an employer to criminal Densities and civil fines up to one hundred thousand 'SeJlarsU^ 00jt)0^)/ inSikJitj^rltoJiiB^oSfm compensation damages as provided for in Section 3706 of the Lgfeor code interest and attorn ay s fees SIGNATURE ^^jj^Mnffi** DATE 7 OWNER BUILDER DpLJ/RATIfiN ^-SUB™5= * J^~^ 1 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) l~l 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) n I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement O YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RES/DENT/ALBIHLD\NG 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' D YES fj] NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O ^ ES l~l NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? Q YES O NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8, -CQrWBUCTIorLENDINGAGMSY ** «W! ^ "-* Ik^ __ , i , _». I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S NAME LENDER S ADDRESS !9 APPLICANT CERTIFICATION ^S| „ J^ „„„*,__„; ^ 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 < omply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO A^tEE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES "ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PI RMIT ir 5 0 deep and demolition or construction of structures over 3 stories in height icial under the provisions of this Code shall expire by limitation and become null and void if the building or APPLICANT S SIGNATURE JUDGMENTS COSTS AND EXPEN OSHA An OSHA permit is reqj EXPIRATION work authorize^ by such or abandoned atsany time after the date of such permit or if the building or work authorized by ieriod of 180 days (Section 106 4 4 Uniform Building Code) DATE iuch permit is suspended ID WHITE File YELLOW Applicant PINK Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB973106 FOR 02/06/98 DESCRIPTION MODEL HOME GARAGE TO SALES OFFICE-COBBLESTONE TYPE MISC JOB ADDRESS: 1406 CORAL WY APPLICANT CONTRACTOR OWNER GREYSTONE HOMES PHONE PHONE PHONE INSPECTOR AREA PY PLANCK* CB973106 OCC GRP CONSTR TYPE NEW STE LOT 101 909 273-9494 REMARKS C/CHAD/603-0056 SPECIAL INSTRUCT TOTAL TIME INSPECTOR CD LVL DESCRIPTION ACT COMMENTS 19 29 39 49 ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical X&J? ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 020498 Final Combo PA PY 020398 Final Combo NR PY EMR 122297 Drywall/Ext Lath/Gas Test AP PY 121897 Rough Combo AP PY J J \ EsGil Corporation frofessionafftan 'Review 'Engineers DATE 1O/29/97 a APPLICANT ya> JURIS JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 97-3106 SET I PROJECT ADDRESS 14O6 Coral Way PROJECT NAME Cobblestone Garage to Sales Office Conversion The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction s building codes The plans transmitted herewith will substantially comply with the jurisdiction s building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant s copy of the check list has been sent to Brian Nestoroff 495 E Roncon #115 Corona Ca 91719 Esgil Corporation staff did not advise the applicant except by mail that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Mike Puckett Enclosures Esgil Corporation D GA D CM D EJ D PC 10/21/97 trnsmtldot 9320 Chesapeake Drive Suite 208 + San Diego California 92123 + (619)560 1468 + Fax (619) 560 1376 Carlsbad 97-3106 10/29/97 1 Please make all corrections on the original tracings as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the Citv 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 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation 9320 Chesapeake Drive Suite 208 San Diego CA 92123 (619)560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning Engineering and Fire Departments until review by EsGil Corporation is complete 2 Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1994 UBC UMC and UPC and 1993 NEC 3 Provide complete energy designs for the proposed changes in envelope lighting eand mechanical systems Provide the completed ENV- LTG- and MECH- forms showing energy compliance 4 The completed and signed ENV-1 LTG-1 and MECH-1 forms must be imprinted on the plans 5 Provide site plan to show disabled accessible path of travel from accessible parking space with required signage to new sales office 6 Show concrete landing of 42 plus door width in front of sales doors and to extend from hinged edge of door to 24 past the strike side As per notes on plans 7 Show on site plan where disabled accessible restroom facilities are located 8 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 Carlsbad 97-3106 10/29/97 Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive Suite 208 San Diego California 92123 telephone number of 619/560-1468 to perform the plan review for your project If you have any questions regarding these plan review items please contact Mike Puckett at Esgil Corporation Thank you Carlsbad 97-31O6 10/29/97 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Mike Puckett BUILDING ADDRESS 1406 Coral Way BUILDING OCCUPANCY B PLAN CHECK NO 97-31O6 DATE 10/29/97 TYPE OF CONSTRUCTION VN BUILDING PORTION Garage to Sales Off Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (ft2) 380 VALUATION I VALUE MULTIPLIER I ($) City Estimated Value 1 1 856 00 1 1 856 00 |EI 1991 UBC Building Permit Fee Q Bldg Permit Fee by ordinance $ 13500 IE! 1991 UBC Plan Check Fee D Plan Check Fee by ordinance $8775 Type of Review CH Complete Review L~H Structural Only Q Hourly n Repetitive Fee Applicable fj Other Esgil Plan Review Fee $ 70 20 Comments Sheet 1 of 1 macvalue doc 5196 City of Carlsbad Engineering Department DATE O -3O -7 1 BUILDING ADDRESS BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB 3PROJECT DESCRIPTION ASSESSOR S PARCEL NUMBER "T-M- - ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans information and/or specifications provided in your submittal therefore any changes to these items after this date including field modifications must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to build A Right of Way permit is required prior to construction of the following improvements EST VALUE DENIAL Please see^lRfe attached report of deficiencies marked withr D/Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By By Date Date Date 97 FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date I 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 PERT CONTACT PERSON Name David Rick City of Carlsbad 2075 Las Palmas Dr Carlsbad CA 92009Address Phone (619)438 1161 ext 4324 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A4 UIASPALMAS\SYSUJBRARY\ENG\WORD\POCSK:HKUST\B M o PI n k cki i BPOOOI F rm DR.HOC R 9/3/97 2O75 Las Palmas Dr • Carlsbad CA 92O091576 • (619) 438 1161 • FAX (619) 438 O894 ItBUILDING PLANCHECK CHECKLIST SITE PLAN < STV ND/ RD/ Q 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow D Property Lines B Existing & Proposed Structures E Easements C Existing Street Improvements F Right of-Way Width & Adjacent Streets G Driveway widths Q 2 Show on site plan A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE Finish grade will provide a minimum positive drainage of 2% to swale 5 away from building B Existing & Proposed Slopes and Topography 3 Include on title sheet A Site address B Assessors Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects include total building square footage with the square footage for each different use existing sewer permits showing square footage of different uses (manufacturing warehouse office etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE Q Q 4a Project does not comply with the following Engineering Conditions of approval for Project No 4b All conditions are in compliance Date \\LASPALMAS\SYSMJBRAR>^ENG\WORD\DOCS\CHKLST\B Id g PI h ck Ckl I BP0001 F rm DR d R 9/3/97 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS -iST/ 2ND/ 3RD/ Q Q Q 5 Dedication for all street Rights of Way adjacent to the building site and any storm dram 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 Vz x 11 plat map and submit with a title report All easement documents must be appioved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ pursuant to Carlsbad Municipal Code Section 1840040 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 Q Q 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 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 eigreement must be signed notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows \\LASPALMAS\SYS\LIBRARY\ENG\WORD\DOCS\CHKLS'nB H g PI ch k Cklsl BP0001 F ml OR d R 9/3/97 1 sl/ nnd/ ord/ BUILDING PLANCHECK CHECKLIST 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code 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 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date Q Q Q 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) Q Q Q 7d No Grading Permit required Q Q Q 7e If grading is not required write No Grading on plot plan MISCELLANEOUS PERMITS Q Q Q 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 tiemg into public storm dram sewer and water utilities Right of-Way permit required for \\LASPALMAS\SYS\UBRARY\ENGVWORD\DOCS\CHKLST\B Id g PI ch k Ckl I BP0001 F rm DR d R 9/3/97 BUILDING PLANCHECK CHECKLIST * su 2nd/ 3rd/ Q Q Q 9 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page Q Q Q 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 Cammo 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 Q Q Q 11 NPDES PERMIT Complies with the Citys requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable lei/el 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 Q 12 Q Required fees are attached Q No fees required Q 13 Additional Comments \\LASPAI_MAS\SYS\LIBRARY\ENG\WORD\DOCS\CHKLSnB Id ng PI ch k Ckl I BP0001 F mi DR d R 9/3/97 N T- CM PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner APN 5/0 (>Address Phone (619) 438 1161 extension Type of Project andI& tZoning P ~" i General Plan Project Density Facilities Management Zone CFD cffcle One .Date of participation Remaining net dev acres (For non residential development Type of land used < reated by this permit } Legend /\ Item Complete ©1 Environmental Review Required DATE OF COMPLETION Item Incomplete Needs your ciction YES X NO TYPE HlT Compliance with conditions of approval7 If not state conditions which require .action Conditions of Approval Discretionary Action Required YES ( NO APPROVAL/RESO NO ftjD TSffe) DATE £' PROJECT NO _ OTHER RELATED CASES CT 2W"* V/r ) TYPE Pl/£> ? 7 J Compliance with conditions or approval7 If not state conditions which require ciction Conditions of Approval NO NO 3111 Cammo Del Rio North Suite YES NO Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES ^ CA Coastal Commission Authority7 YES X If California Coastal Commission Authority Contact them at 200 San Diego CA 92108 1725 (619) 521 8036 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed7 If NO complete Coastal Permit Determination Form now Coastal Permit Determination Log # Follow Up Actions 1) Stamp Building Plans as Exempt or Coastal Permit Required (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed I I Inclusionary Housing Fee required YES /\ NO (Effective date of Inclusionary Housing Ordinance May 21 1993) Data Entry Completed? YES NO D (Enter CB # UACT NEXT12 Construct housing Y/N Enter Fee Amount (See fee schedule for amount) Return) Site Plan 1 Provide a fully dimensional site plan drawn to scale Show North arrow property lines easements *> existing and proposed structures streets existing street improvements right of Way width dimensional setbacks and existing topographical lines 2 Provide legal description of property and assessor s parcel number Zoning r\ VV K' I | 1 Setbacks Front , Inferior Side Street Side Rear I 2 Accessory structure Front Interior Side Street Side Rear Structure separation 3 Lot Coverage Required Required Required Required setbacks Required Required Required Required Required Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown 4 Height Required Shown | I 5 Parking Spaces Required Guest Spaces Required m n Additional Comments Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE E S I / F M E I N C. STRUCTURAL ENGINEERS PROJECT Structural calculations on COBBLESTONE " to be built in Carlsbad California for GREYSTONE HOMES PLAN 3 1994 Uniform Building Code Date April 11 1997 Revisions Client William Hezmalhalch & Associate's Client Job No 96282 Shipped nni o Q \m Job No 497-7990 1921 EAST CARNEGIE AVENUE ST 3J SANTA ANA CALIFORNIA 92705-0055 Ph (714) 261-1811 Fax (714) 261- ES I/FME, I nc STRUCTURAL ENGINEERS Sheet Date"1 AY 0 } i997 JN 7990 LOAD CONDITIONS ROOF Wd Shake Slope > 4 12 Live Load 160 psf Roof g Mt I 40 Built Up Sheathing 1 5 Roof Rafters 1 5 Ceiling Joist 1 5 Drywall 2 5 Miscellaneous 1 0 Total DL Total LOAD 12 0 psf 28 0 psf Rock <312 20 0 psf 60 1 5 1 5 1 5 25 1 0 140 psf 34 0 psf Tile >412 138 psf 100 1 5 1 5 1 5 25 20 190 psf 157 psf FLOOR r~4~i rs~i w/o Cone w/ Cone Live Load 40 0 psf 40 0 psf DLofFF 50 150 Sheathing 15 15 Floor Joists 30 30 Drywall 25 25 Total DL 120 psf 220 psf Total Load 52 0 psf 62 0 psf LOAD CONDITIONS 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 2 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 3 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 4 All changes made to the subject project shall be submitted to E S I / F M E in writing for their review and comment These calculations are for meant to be used by a design professional omissions are intended 5 Copyright© 1993 by ES I/FME Structural Engineers All rights reserved This material may not be reproduced in whole or part without written permission of E S I / F M E Structural Engineers PROJECT DESCRIPTION COBBLESTONE Carlsbad California GREYSTONE HOMES PROJECT ENGINEER D F PLAN 3 CALCSBY SN DATE 04/1 1/97 ASSOC CHECK DATE BACK CHECK DATE ROOF TRUSS Rev DATE FLR TRUSS Rev P/T FOUND Rev PLAN CHECK REVISIONS <A)> SHTS 5,8i1,t3*\sA<B> SHTS 5-%/Z-, A3ft, /?-£/ DATE DATE DATE DATE $-11 Imt $ fj DATE f z- -77 2--*? 7 X ' Inrt J-/* <C> SHTS 2-- 9 ft, 1£>/ 23 /\<D> SHTS\^ <E> SHTS s\<F> SHTS\s <G)> SHTS DATE /0-<) Imt S *>- DATE Imt DATE Inrt DATE Inrt DATE -?7 v Inrt E S I / F M E STRUCTURAL ENGINE (This signature is to be a wet signati APPROVED BY DATE OCF 0 91987 ES I/FME, Inc STRUCTURAL ENGINEERS Sheet -3 Date GENERAL SPECIFICATIONS FOR STANDARD RESIDENTIAL CONSTRUCTION (1994 Uniform Building Code) (rev 10/26/95) A All beams to be supported with full bearing unless noted otherwise B All isolated posts and beams to have Simpson PB s PC s and/or BC s minimum UNO C All bearing walls on wood floors are to be supported with double joists UNO D Provide 4x or 2-2x members under shear walls on floor joists E All Simpson HDA HPA and CB holdowns to be fastened to 4x4 post minimum F All hardware is to be Simpson Strong-Tie " or approved equal Install per mfr s specifications G All shop drawings are to be reviewed by the contractor and the architect prior to submitted for engineer s review H All exterior walls are to be secured with 1 /2" diameter x 10 anchor bolts @ 72 o c UNO (WS1270 Ramset/Redhead may be used in lieu of anchor bolts) I All interior walls to be secured with shot pins per manufacturer s recommendations UNO Calculations govern in all cases Recommend Ramset/Redhead 1516SD @ 24 o c UNO J All conventional framed portions of structure are to be constructed per section 2317-2 526 of the Uniform Building Code UNO K All nailing is to be per table 23-1-Q of the Uniform Building Code UNO L All nails to be common UNO FRAMING NOTES LEGEND MARK DESCRIPTION SPN12 16d Sole Plate Nailing at 1 2 o/c SPN10 16d Sole Plate Nailing at 10 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 AB64 1/20x10 Anchor Bolts at 64 o/c AB56 1/20x10 Anchor Bolts at 56 o/c AB48 1/20x10 Anchor Bolts at 48 o/c AB40 1/20x10 Anchor Bolts at 40 o/c AB32 1/20x10 Anchor Bolts at 32 o/c AB24 1/20x10 Anchor Bolts at 24 o/c AB16 1/20x10 Anchor Bolts at 16 o/c AB8 1/20x10 Anchor bolts at 8 o/c AB24X 1/20x12 Anchor Bolts at 24 o/c AB16X 1/20x12 Anchor Bolts at 16 o/c AB8X 1/20x12 Anchor bolts at 8 o/c 2AB (2) 1/2 0 x 10 Anchor Bolts 3AB (3) 1/2 0 x 10 Anchor Bolts 2ABX (2) 1 12 0 x 1 2 Anchor Bolts 3 ABX (3) 1 /2 0 x 1 2 Anchor Bolts 2ABXX (2) 3/40x12 Anchor Bolts SCR8 3/80x65 Sole Plate Screws at 8 "o/c SCR6 3/80x65 Sole Plate Screws at 6 o/c MARK DESCRIPTION 2-#4 Provide a total of 2-#4 at top & 2-#4 at bottom of footing 3 past post 3-#4 Provide a total of 3-#4 at top i 3-#4 at bottom of footing 3 past posts 4-#4 Provide a total of 4-#4 at top i 4-#4 at bottom of footing 3 past post' HD2A (1) Simpson HD2A per post HD5A (1 ) Simpson HD5A per post HD6A (1 ) Simpson HD6A per post HD8A (1 ) Simpson HD8A per post HD10A (1) Simpson HD10A per post HD14A (1) Simpson HD14A per post HD20A (1 ) Simpson HD20A per post HPA (1 ) Simpson HPAHD22 per post HP A2P (1 ) Simpson HPAHD22 - 2P per post MTT28B (1) Simpson MTT28B per post SINCE 1974 ES I/FME , I nc STRUCTURAL ENGINEERS Sheet 4 Date JN * n 7 W 990 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^ TIMBER Lumber #2 / #1 4x64x8 Fb=1140/1300 psi Fv=95 psi 4x10 Fb=1050/1200 psi E=1 6 E6 psi 4x12 Fb= 965/1100 psi 4x144x16 Fb= 875/1000 psi Lumber #1 / S S 6x10 Fb=1350/1600 psi, Fv=85 psi 6x12 Fb=1350/1600 psi E=16E6psi PARALLAMPSL20E Fb=2900 psi Fv=290 psi E=2 0 E6 psi 8 E6 psi Douglas Fir-Larch - 19% max moisture content 2x4 #2 Fb = 1315/1510 psi Fv=95 psi 2x6 #2 Fb=1140/1310 psi E=16E6psi 2x8 #2 Fb=1055/1210 psi 2x10 #2 Fb= 965/1105 psi, 2x12 #2 Fb= 875/1005 psi 2x14 #2 Fb= 790/905 psi It is recommended that lumber be free of heart center Glued Laminated Beams Douglas Fir-Larch Ind App Grade Fb=2400 psi Fv=165 E=1 8E6psi MICROLLAM LVL M=L Fb=2600 psi. Fv=285 psi. E=1 CON C R E T E 1 Drypack shall be composed of one part Portland Cement to not more than three parts sand 2 All structural concrete f c = 3000 psi All slab-on-grade/continuous footings/pads f c = 2500 psi All concrete shall reach minimum compressive strength at 28 days REINFORCING STEEL 1 All reinforcing shall be A S T M A-615-40 for #5 bars and smaller 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 2 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 2 -0' This is in all cases UNO 3 All reinforcing bars shall be accurately and securely placed before pouring concrete or grouting masonry 4 Concrete protection for reinforcement shall be at least equal to the diameter of the bars Cover shall be as follows UNO A Poured against earth 3d B Poured against form below grade 2 C Slabs on grade (from top of slab) 1 D Columns and beams to mam bars 2 fSTR UCTURAL STEEL I 1 Fabrication and erection of structural steel shall be in accordance with Specifications for the Design 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 2 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 3 All steel exposed to weather shall be hot-dip galvanized after fabrication or other approved weatherproofmg method 4 Where finish is attached to structural steel provide 1/2 0 bolt holes @ 4 -0 o c for attachment of nailers See architectural drawings for finishes (Nelson studs 1/2" x 3 CPL may replace bolts) HMA~S~ON RY I 1 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 0€i% 2 All vertical reinforcing in masonry walls not retaining earth shall be located in the center of the wall (UNO) retaining walls are to be as shown in details 3 All cells with steel are to be solid grouted except retaining walls where all cells are to be solid grouted ROOF FRAMING PLAN f FLOOR FRAMING PLAN 7 c .Ally .SLAB PLAN t-a O rOST TEN»ION KU1OATIOK SLAB PLAN K« 4NCUOR BOLT» >>NOfOUNOA I IT CLOSING OFFICE 2 I II II II IJ^ tfl-D| i IE 111 hi III HALL I i ii i STORAGE oq \\ DISPLAY rT ADDITIONAL AND SPECIFIC INFORMATION NOT SWOUM WERE REFER TO MAIN FRAMING PLAN SALES OFFICE FLOOR FRAMING EES066A066£\S31IJ\ /o - 'T- HALL I I I I J—L Ovsi^ STORAGE CLOSING OFFICE 2 r • DISPLAY CLOSING OFFICE 1 I I H I ! I I I I I I i_. i i 1 r ID ADDITIONAL AND SPECIFIC ORMATION NOT SHOUN HERE FER TO MAIN FOUNDATION PLAN SALES OFFICE FOUNDATION LJJ O L_ LL. O CO LJJ CO E£S066A()66AS31Id\ P ESI/FME, Inc STRUCTURAL ENGINEERS Sheet 23 Date 10-9-97 JN .7990 COBBLESTONE / GREYSTONE HOMES Carlsbad CA PLAN 13) Wall(s) @ Right of 1st Floor LOAD = ( 255 Ibs / ft)( 35 0 ft / 2 + LOAD =( 139 Ibs/ft)( 290ft/2 + SHEAR = LOAD / L = 6478 00 Ibs / 33 5 ft L= 8+85+6+13-2 = 335ft 0) = 0) = USE w 1/2 dia x10"AB's 48 'o/c 446250 Ibs 201550 1934 Ibs/ft |AB48 / N (14) Wall(s) @ Left of Garage ( Sales Office ) LOAD LOAD LOAD SHEAR = USE 1116 Ibs (see wall #5) ( 255-178 lbs/ft)( 350 ft/2 + ( 139-93 lbs/ft)( 290 ft/2 + LOAD/L = 31305 Ibs / 100 ft L= 0) 0) w 1/2"dia x10' A B s 32 o/c 1980 10 =10 ft Ibs111600 134750 66700 3131 Ibs/ft ["AB32 DL = 10*( 14*9+18*4) 9'pi uplift = (3131*9-0 85*1980*10/2)/10 = 1976 Ibs Use Simpson HPAHD22 at back end D L at back end of header under beam #8 = 2190 Ibs No holdowns required at front end of shear wall I 111 MALI El TITLE 24 ENERGY CALCULATIONS INC 7544 E SADDLEHILL TRAIL ORANGE CA 92869 (714) 771 1507 December 9 1997 Owner Greystone Homes Inc 495 E Rmcon Suite 115 Corona CA 91719 Designer William Hezmalhalch Architects Inc 17875 Von Karman #404 Irvine CA 92714 Project ' Cobblestone1 Garage Sales Office Plan 3A Carlsbad California Job No 96282 STATEMENT OF CONFORMANCE The California Non-Residential Energy Conservation standards have been reviewed and the design drawings and calculajtons comply fully with these standards when the4 following listed requirements have been incorporated THIS CALCULATION IF FOR MECHANICAL COMPLIANCE ONLY 148 CFM Minimum Fresh Air Required 2 0 Tons of Air Conditioning Required 10 0 SEER and 6 8 HSPF Minimum Efficiencies Required No Economizers Required Envelope and Lighting Calculation To Be Provided By Others Certified Energy Analyst Rick Mau rer NR92 90 528 R9290 136 CAB EC California Association of Building Energy Consultants Prepared By Rick Maurer Energy Plans Examiner Certificate No RES 88 1006 and NRE 88 1052 California State License No 502290 C20 Title 24 Report For GREYSTONE HOMES COBBLESTONE SALES OFFICE Carlsbad California REPORT PREPARED BY Sam Maimone Richard A Palmer & Associates 1910 E Warner Ave Suite A Santa Ana CA 92705 (714) 261 5704 Job Number 97C006 November 13 1997 These plans and calculations comply substantially with the 1995 Title 24 Non-Residential California Energy Efficiency Standards for New Buildings Sections 110 116 through 118 and 143 (a)