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Home My WebLink About1749 CHESTNUT AVE; ; CB910785; PermitBUILDING PERMI14:15 Page 1 of l Job Address: 1749 CHESTNUT AV Str: Permit Type: RESIDENTAL ADD/ALT (UNDR $10K) Parcel No: 205-230-01-00 Valuation: 14,766 Construction Type: VN Occupancy Group: M Class Code: Description: ADD 720 GARAGE + 175 SF DECK Permit No: CB910785 Project No: A9100954 Development No: Fl: Ste: 4694 10/04/91 0001 01 02 C-PRMT Appl/Ownr CONTRACTOR ***Fees : COTTON, KEVIN 1749 CHESTNUT AVENUE CARLSBAD, CA 92008 : GATES, SEVEN 5248 ROBINWOOD DRIVE OCEANSIDE, CA 92056 Required *** *** 619 Statu Applied: Apr/Issue: Validated By: 931-3494 220-00 ISSUED 05/17/91 10/04/91 DC Lie. C NO 619 726-1502 Fees Collected & Credits * ** Fees: 325.00 Adjustments: - .00 Total Fees: 325.00 " -""" ~;,: ' .- i" , ; "v Fee description ' - - >•',-' :"•—•" :. r;-- \ Building Permit ; ' -; -" '» "< Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee > Each Plumbing Fixture or Trap > Each Building Sewer y * PLUMBING TOTAL Enter "Y" for Electric Issue Fee- > Enter "Y" for Remodel y * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> Each Insta'll/Reloc Appliance Vent > * MECHANICAL TOTAL Total .Credits: """.;Tpt.al Payment si "it", .. Balance;; -.Due L."\ • 5: r/ JJn"i t s ,;r Fe e./Uh i t ''• , ^ - ^ - ;.> v- ; ' ' i " - - 3 2 . 50 1 6.50 1 4.50 . 00 105. 00 220.00 Ext fee Data 16? onJ. v <£• i \J \J 105.00 1.00 r\ /" Q pi. si.Ci o o U U 7 S f 1 V/ . O U i 7 SO' • «w/ V 6 50*"* • J VJ 22.00 5 00 Y*|J • V \J j. 10 00 Y-L « • W W i 15.00 is on Y-L *-• « v \J X A 50 20. 00 DATE CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Or., Carlsbad,. CA 92009 (ew) 438-nei 1. PERMIT TYPE_ j A - D COMMERCIAL QNEU • : D TENANT IMPROVEMENT B - D INDUSTRIAL DNEW DTENANT IMPROVEMENT C - DRESIDENTIAL DAPARTMENT QCONOO DSINGLE FAMILY DWELLING ^ADDITION/ALTERATION DDUPLEX DEMOLITION DISLOCATION DMOBILE HOME DELECTRICAL DpLUMB1N(s DMECHANICAL DP°°L DSPA DKETA'INING WALL DSOLAR D°THER_ 2. PROJECT INFORMATION PLAN CHECK No. <a /"7 f~ EST: VAL PLAN CK DEPOSIT_ VALID. BY DATE ' 2450 05/17/91 0001 01 02 C-PRMT . 105-00 FOR OFFICE USE ONLY Address (-74^ C, Nearest Cross Streets Building or Suite No. LEGAL DESCRIPTION Lot No. Subdivision Name/Number CHECK BELOU IF SUBMITTED: D2 Energy Calcs D2 Structural Calcs D2 Soils Report ASSESSOR'S PARCEL DESCRIPTION OF WORK . • Unit No. D! Addressed Envelope EXISTING USE . _•» -p\ f, L- j — •> T~ **— Phase No. PROPOSED USE BLDG. SQ. FTG.# OF STORIES 3. CONTACT PERSON STATE 4. APPLICANT NAME CITY CONTRACTOR D AGENT FOR CONTRACTOR ADDRESS ZIP CODE DOWNER D AGENT FOR OWNER DAY TELEPHONE 5. PROPERTY OWNER NAME K ADDRESSl"74fl ZIP CODE <? ~2-O Ofj, QTENANT DAY TELEPHONE 6. CONTRACTORNAME CITY ADDRESS CA ZIP CODE % ^O 5C, STATE LIC, Jt&l.—LI CENSE CLASS BT DAY TELEPHONE CITY BUSINESS LIC. # '7 ***'' SIGNATURE cy^C DESIGNER NAME^ .CITY 7. WORKERS' ^flK^aJt*" WS^A-BOVG COMPENSATION TITLE QiAsUcri— ADDRESS STATE ZIP CODE DATE <0//7/<V/ DAY TELEPHONE STATE LIC. # Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. I 4-2-O2--EXPIRATION DATE 8- i- 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. 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: I | 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.). II 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: (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, commencing with Section 7000 of Division Z of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL 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? DYES n NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the.outer boundary of a school site? DYES QNO IF ANT OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY NAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097O") Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. | I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. t Expiration. Every permit issued by the Building Official under the provisions of this Code[shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANT'S SIGNATURE OWNER ^C CONTRACTOR BY PHONE APPROVED BY: DATE: WHITE: File YELLOW: Applicant PINK: Finance PERMIT* CB910785 DESCRIPTION: ADD 720 GARAGE + CITY OF .CARLSBAD INSPECTION REQUEST FOR 12/24/91 175 SF DECK TYPE: RAD JOB ADDRESS: 1749 CHESTNUT AV APPLICANT: COTTON, KEVIN CONTRACTOR: GATES, SEVEN OWNER: REMARKS: MH/ SPECIAL INSTRUCT: PHONE: PHONE: PHONE: INSPECTOR AREA MP PLANCK# CB910785 OCC GRP CONSTR. TYPE VN STR: FL: STE: 619 931-3494 619 726-15102 INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 1.9 29 39 49 ACffl COMMENTS It 7 ST Final Structural t)^ PL Final Plumbing EL Final Electrical ME Final Mechanical V - ***** INSPECTION HISTORY ***** DATE DESCRIPTION 121091 Interior Lath/Drywall 112291 Frame/Steel/Bolting/Welding 112191 Frame/Steel/Bolting/Welding 112191 Rough/Topout 112191 Rough Electric 101691 Ftg/Foundation/Piers 101691 Underground/Under Floor 101691 Underground/Conduit-Wiring ACT INSP AP MP AP MP MP MP MP MP MP MP CO 4AP AP AP AP AP COMMENTS ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: 5Zaq>i _ . _ _ ".APPLICANT JURISDICTION: C^z-uss^o _ i PLAN CHECKED "".FILE COPY PLAN CHECK NO: __ _ ^-[-ISS SET: £ _ ~"UPS"DESIGNER PROJECT ADDRESS: \ n 4.^ CO^^ PROJECT NAME: <^*vg . c f <s<^ 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 deficien- cies identified _ _ 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 Corp. until corrected plans are submitted for recheck. I The applicant's copy of the check list is enclosed for the •J jurisdiction to return to the applicant contact person. ^ The applicant's copy of the check list has been sent to: Wfy Esgil staff did not advise the applicant contact person that /J plan check has been completed. Q THgte ~t%4 AM rv\ a \\. \ M 6. . I j Esgil staff did advise applicant that the plan check has L'~' been completed. Person contacted: _ _ Date contacted: Telephone •# REMARKS: ESGIL CORPORATION GA UAA LJRN GDM Enclosures ; (CoTtQ • Li£>-r e. JURISDICTION: C PLAN CHECK NO.; Date plans received by plan checker:. _Date plan check completed; gfe-Q^l Bv; 3itM PROJECT ADDRESS: TO: _ , p PLAN CORRECTION SHEET FOREWORD; PLEASE READ Plan check is limited to 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. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: To facilitate checking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. ?) 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 to the plans not resulting from this correction list? Please check. Yes No u w < i <, \ (»-Y\J f) ("fie>>4 DO c. \-K= Suv>P<3')ZJ'l>O6f Tl-K? ig . Z6 KP CO B Form No. PCS.A1390 Date i Jurisdiction Prepared byt J i vW VALUATION AND PLAN CHECK FEE Q Bldg. Dept. D Esgil PLAN CHECK NO. BUILDING ADDRESS __ APPLICANT/CONTACT _ BUILDING OCCUPANCY PHONE NO.7 DESIGNER PHONE TYPE OF CONSTRUCTION - Kl CONTRACTOR PHONE BUILDING PORTION (^jvV<2- ^ff^C^t <Js>~ •^PtSZlVi. Air Conditionins Commercial Residential Res . or Comm. Fire S-orinklers Total Value BUILDING' AREA T££> (1** & VALUATION MULTIPLIER g^ ( £, 0^5 ^ t 0 • S^ . @ @ & VALUE », l^.^^^ I.&^CP 14T160 Building Permit Fee $ Plan Check Fee $ COM MEN TSr. SHEET OF 12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 5 (619)560-1468 DATE: JURISDICTION: PLAN CHECK NO: L £> S A .-. ~\ 9 g. SET: X PROJECT ADDRESS: \ H 4-^ PROJECT NAME; JURISDICT GPLAN CHECKER QFILE COPY QUPS nDESIGNER 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 deficien- cies identified ~^x£\-0(jQ are resolved and D D _ _ 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. {""] The applicant's copy of, the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. I1 Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS: Telephone # oBy; Q \\M Enclosures:ESGIL CORPORATION DGA DAA DRN QDM BUILDING PLANCHECK ENGINEERING CHECKLIST - 5 DATE: 22 M4Y ^ I L^ ITEM COMPLETE Co r^ ^ ^ PLANCHECK NO. S1 — O1Q5 ^ ITEM INCOMPLETE 3 (2 ^ NEEDS YOUR ACTION i ? 3 1149 CHESTNUT AVE. ITEM SELECTED S N R • -^TDD ACDiv^ or\c=. -~ o "^/*> ~ r\ I vo/ C C C PROJECT ID: H H H E E E LEGAL REQUIREMENTS K/K K Site Plan '—' 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. '—' 2. Show on site plan: Finish floor elevations, pad elevations, Jej^ev.at4ons.^^QJL^JLiriish grade adjacent to building, (existing topograghicaj^ line's]? existing and proposed slopes, driveway" with percent" (%) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 4. No Discretionary approvals were required. '—''—''—' 5. Project complies with all Engineering Conditions of Approval for Project No. . '—' '—' '—' 6. Project does not comply with the following Engineering Conditions of Approval for Project No._ Conditions complied with by: Date: Field Review ^—' '—' '—' 7. Field review completed. No issues raised. '—' L-^1 I—I 8. Field review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements B. Existing drainage improvements not shown or in conflict with site plan. '—' '—' '—' C. Site is served by overhead power lines. P:\DOCS\MISFORMS\FRM0010.DH REV. 02/27/91 '—' '—' '—' D. Grading is required to access site, create pad or provide for ultimate street improvement. '—' '—' '—' E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. nn F. Other: Dedication Requirements 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8V x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: 2<V PRDPEgrf LJME. R/MMUS AT CORMFR QP CH^TMOT q- VflLLEY Dedication completed, Date By:. Improvement Requirements 11. 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. '—''—''—'12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: by:. P:\DOCS\MISFORMS\FRM0010.DH REV. 02/27/91 ''—' '—' '—' 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: By: '—' '—' '—' 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). D/I'—' '—' 14. No grading required as determined by the information provided on the site plan. '—' '—' '—' 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE; The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. •tal: Grading Inspector sign off. Date: by: Miscellaneous Permits nn 16. Right-of-Way Permit not required.nnn 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: G/n 18. Sewer Permit is not required. DDE J 19. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. I—'I—' 20. Industrial Waste Permit is not required. P:\DOCS\MISFORMS\FRM0010.DH REV. 02/27/91 ' — ' ' — ' ' — ' 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date : _ By : _ »> . Fees Required D 27. Park-in-Lieu Fee Quadrant: _ _Fee per Unit: Total Fees: _ 23. Traffic Impact Fee Fee Per Unit: _ Total Fee: D f4/$ 24. Bridge and Thorough fare Fee Fee Per Unit: _ Total Fee: K//R 25. Public Facilities Fee required. 26. Facilities Management Fee Zone: Fee:. 27. Sewer Fees Permit No. EDU's Benefit Area: Fee: Nl/n 28. Sewer Lateral Required: Fee: 29. REMARKS: QE2AMT BY OTY ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: *»t*t DATE:'' P:\DOCS\MISFORMS\FRM0010.DH REV. 02/27/91 BUILDING City of Carlsbad Engineering Department Easement or Covenant of Easement Routing Transmittal To: City Clerk Date: 3- From: MfrJQ-V LAO BE £ Via the Following Routing List: -fc - Principal Civil Engineer- tv 4. City Attorney 5. City Manager ACCEPTANCE OF EASEMENT(S)/COVENANT OF EASEMENT(S) (PROJECT ID NO.fSl/ C,& ?/- 073? ) ROUTING INSTRUCTIONS: Please review the attached easement document(s) for acceptability. If acceptable please sign the attached Request for Approval to Accept Easement form(s) as appropriate, cross your name/title off this transmittal and forward to the next person on the routing list. City Attorney to additionally sign as to form any attached subordination agreements. If found unacceptable please return the routing form and easement(s) to the City Engineer with a note explaining the reasons for rejection. CITY CLERK INSTRUCTIONS: Please attach the Certificate(s) accepting the easement or covenant of eassement and forward the easement and acceptance certificate for recordation. Upon return, please forward a copy of the recorded easement(s) to the Engineering Attachments H Request for Approval to Accept Easement Form(s) _ Total 13 Easement(s) L Total 13 Subordination Agreement(s) 4. Total D Title Report H Other Log.a4\OA cc File (Transmittal and request form only) is Log-in Clerk (Transmittal form only) (Engineering Departmental Secretary to distribute above noted copies) P:\DOCS\MISFORMS\FRM00027 REV. 12/91 REQUEST FOR APPROVAL TO ACCEPT EASEMENTS OR COVENANTS FOR EASEMENT 1 . Project Name:VCE.VIKJ <^QTTQM 2. Project ID No.:PR '*>M.t\7.O' 3. Map/Drawing No.:APN: 4. Type of Easement or Covenant:STg.g£T 5. Reason for Easement or Covenant:re,ft QT bo\ltJ(r\a p\ar>Ch£Ck. 6. Required by: CMC Section: No.Ife.HQ.OSQ Planning Commission Resolution No.. City Council Resolution No. Condition of Approval No. City Engineer Determination: 7. Title Policy Information: (a) Preliminary Title Report by (b) Subdivision Guarantee by. (c) Policy of Title Insurance by . T»"t\e Dated 5-l-cl\ Dated _ Dated 8. Subordination Required (J) YES ( )NO WHY y£ 9. Comments: Prepared By:Mftg.TlfO C.. L.AOB&I?:Date 3- tZ- Project Enaineer/Planchecker: Principal Civil Engineer Approval: 3- /Z - H/A Municipal Projects Manager/Assistant City Engineer/Traffic Engineer Approval: City Engineer Approval: City Attorney Approval: City Manager Approval: P:\DQCS\MISFORMS\FRM0005 R£V 12/23/91 D<\j Plan Check No. 77- Planner //fl/J PLANNING CHECKLIST Address /~7<X<?- Phone 438-1161 ext. (Name) APN: Q Q QOi J Type of Project and Use S^2> Zone IB- -/-7SO& Facilities Management Zone (_ Legend c c c(Q (Q (Q Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified HID D Environmental Review Required: YES NO x< TYPE . DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval (HTH D Discretionary Action Required: YES NO X. TYPE DATE:APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval El D D California Coastal Commission Permit Required: YES _ NO X DATE OF APPROVAL: San Diego Coast District, 1333 Camino Del Rio South, Suite 125, San Diego, CA. 92108-3520 (619) 297-9740 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D D Landscape Plan Required: YES NO vC See attached submittal requirements for landscape plans Site Plan: D an an 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. a a Zoning: a a a a LJ Additional \ C/AJ rrl 3. Provide legal description of property. 4. Provide assessor's parcel number. 1. Setbacks: 7 ' *~ *Front: Required <-c? Shown <?T-^ Int. ^ide: Required /o' Shown /4>f Street Side: Rear: /"2. Lot coverage: 3. Height: 4. Parking: Spaces Guest Spaces Comments Tfrff JZ-/-73&0 ^"Jt / ^tZfL <£^>7~0 Pu&*-!>£ Prte) U/f)^ /^i^y Required f&fiT Shown /o' Required 2cP Shown Required <^_i^f Shown £tf>T Required ^SS Shown c.S'Jf Required «^^ -SfeewRM^. ftfbf&sG^), Required Shown lt£C>U>S OfJL'y £ f<L&f:-3/t>&^C&~ ( I^^CU- 0/2_ pdA/J oF S"&c.or*>Q Lt£v>7~ A<-T £v4S/ ^* /5 Ud^T" /7&M&' & t, (/ L,V/rA ' ) ISSUE AND ENTERED APPROVAL INTO COMPUTER Uj>*J U/^<A — DATE 6"^ ~f / PLNCK.FRM HERMAN GOODMAN , , , ' ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan Street, Suite 209 * Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON -- GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-26-91 Sheet 1 o*- Vb JOB NUMBER: 91.168 LOADS (osf) DEAD LOAD ROOF Roofing Sheathing Rafters Beam 2nd FLOOR F.F. Subfloor Joist Ceiling PARTITION *" -• , - • 5.0 1.5 13.0 2.0 15.0 2.5 2.5 5.0 4.0 14.0 14.0 LIVE LOAD TOTAL LOAD 12.0 25.0 12.0 27.0 40.0 54.0 SOIL: 1000 psf @ 12" into Natural Ground WIND: 1.2 x 13 x 1.3 x 1 » 20.3 psf SEISMIC:.186 Wdl To L.L. HERMAN GOODMAN ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan Street, Suite 209 * Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON -- GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-26-91 RAFTERS ROOF JOIST Length = 17.0' ll'v l^i^U H LOAD MODIFICATION FACTORS: LL=1.25 Spacing=1.15 Sheet 2 JOB NUMBER: 91.168 LOAD TYPE Uniform LOCATION TOTAL LOAD 25.0 Ib/ft LIVE LOAD 12.0 Ib/ft DEAD LOAD 13.0 Ib/ft 16" JOIST SPACING max R2 = [ 8.5x( 17.0x 33.3)]/ 17.0= 283 Ib. max Rt =(17.0x 33.3)- [ 8.5x(17.0x 33.3)]/ 17.0= 283 Ib. MMax. D.F. #1 283x 8>5) ' 33'3x( 8'5" °-°)/2= 1204 lb--ft- ( 8.5' from 240 Ai:TL c.-DL ~ L5 X Si:TL c:DL = (- Ii:TL c:DL = . 2263.19)/( 95 x 1.25) = 3.32 in. . 3 240 D.F. #2 240 li:DL c:TL Ai:TL c:DL ~ L5 x Si:TL c:DL = * li:TL c:DL = — 1204.17x12)7(1500 x 1.25 x 1.15) = 6.7 in. 73694952.0 = , 40.94 in.4 (/\ at 8.5') 1800000 Max 38321404.0 = 21.29 in.4 (1\ at 8.5') 1800000 Max ( 263.19)/( 95 x 1.25) = 3.32 in.2 1204.17x12)7(1250 x 1.25 x 1.15) 73694952.0 = 8.0 in.3 1600000 46.06 in.4 Q\M at 8.5') 240 li:DL c:TL . 438321404.0 = 23.95 in. (J\., at 8.5') 1600000 Max *** 16" Joist Spacing *** Min.: 2" x 8" D.F. #1 USE: Min.: 2" x 8" D.F. #2 USE: - or - HERMAN GOODMAN ASSOCIATES, INC. „ CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan Street, Suite 209 * Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON -- GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-26-91 JOIST (FUTURE LOFT) FLOOR JOIST Length = 14.0' LOAD MODIFICATION FACTORS: Spacing=1.15 Sheet 3 JOB NUMBER: 91.168 LOAD TYPE Uniform LOCATION TOTAL LOAD 54.0 Ib/ft LIVE LOAD 40.0 Ib/ft DEAD LOAD 14.0 Ib/ft 16" JOIST SPACING max R2 = [ 7.0x( 14.0x 72.0)]/ 14.0=504 Ib. max RI =(14.0x 72.0)- [ 7.0x(14.0x 72.0)]/ 14.0= 504 Ib. ,rMax. D.F. #1 ( 504x 7.0) - 72.0x( 7.0- 0.0) 72= 1764 Ib.-ft. ( 7.0' from _L 240 240 360 D.F. #2 Ai:TL c:DL Si:TL c:DL Ii:TL c:DL '' li:DL c:TL i:LL c:0 Ai:TL c:DL Si:TL c:DL c:DL . 2448.50)/( 95) = 7.08 in. . 31764.00x12)7(1500 x 1.15) = 12.3 in. 88905552.0 = 49.39 in.4 (1\ at 7.0') 1800000 23049596.0 = 12.81 in.4 (J\ at 7.0') 1800000 98783976.0 = 54.88 in.4 (J\.. at 7.0') 1800000 Wax 448.50)/( 95)7.08 in.2 _L 240 1764.00x12)7(1250 x 1.15) = 14.7 in. 88905552.0 = 55.57 in.4 1600000 23049596.0 = 1600000 498783976.0 = 61.74 in. 1600000 :H E RVM AN GOO DMA N '- ASSOCIATES, INC. ; -" | CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan Street, Suite 209 *Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON -- GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-26-91 Sheet 4 JOB NUMBER: 91.168 *** 16" Joist Spacing *** Min.: 2" x 10" D.F. #1 USE: Min.: 2" x 10" D.F. #2 USE: ^V/0 b*. « L - or - HERMAN GOODMA^ .. X*"s %•.'' 'v ' Sff*ff .•>.• *•> ^/ ASSOCIATES, INC. " - -;; ^,' CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan Street, Suite 209 * Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON -- GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-26-91 INTERIOR BM @ GARAGE FLOOR BEAM Length = 12.5' Sheet 5 JOB NUMBER: 91.168 LOAD TYPE Uniform LOCATION TOTAL LOAD 648.0 Ib/ft LIVE LOAD 480.0 Ib/ft DEAD LOAD 168.0 Ib/ft max R. max R M,,Max. D.F. #1 _L 240 240 360 D.F.S.S. JL 240 240 _1_ = [ 6.3x( 12.5x 648.0)]/ 12.5= 4050 Ib. =(12.5x 648.0)- [ 6.3x(12.5x 648.0)]/ 12.5= 4050 Ib. = ( 4050x 6.3) - 648.0x( 6.3- 0.0)2/2= 12656 Ib.- ft. ( 6.3' Ai:TL c:DL = L5 x ( 3226.50)/( 95) = 50.94 in.2 Si-rL c-DL = (1. J. J~t C.lXJLv li:TL c:DL = li:DL c:TL = li:LL c:0 = Ai:TL c:DL = L5 Si:TL c:DL = * li:TL c:DL = Ii:DL c:TL = ' t'f T r-n ~ 12656.25xl2)/(1500) = 569531264.0 = 316.41 1800000 147656256.0 = 8203 1800000 632812480.0 = 351 S6 1800000 x ( 3226.50)/( 95) = 12656.25x12)7(1800) = 569531264.0 = 31fi.41 1800000 147656256.0 = 8203 1800000 632812480.0 = 1S1 « 101.3 in.3 in.4 (Zi.r at^-^Max 4in. (A,, atMax 4in. (/A,, at^ Max 50.94 in.2 84.4 in.3 in 4 ^Max at . 4in. (7\,, at 4in. (A,, at from 6.3') 6.3') 6.3') 6.3') 6.3') 6.3') 1800000 ijjll E Rijft/I A^l^iiiPlSl;:!^ O idliiRili CONibLTlii SlfcliPllRABENGlfcERS 14401 Sylvan Street, Suite 209 * Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON -- GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-26-91 Min.: 4" x 16" D.F. #1 USE: Min.: 4" x 16" D.F.S.S. USE: Co N- IU t> * «•' - or - ^f *• 8I6O Sheet 6 JOB NUMBER: 91.168 a /69*-ISO HERMAN GOODMAN ASSOCIATES, INC. _ CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan Street, Suite 209 * Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON -- GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-26-91 Sheet 7 JOB NUMBER: 91.168 GARAGE HEADER FLOOR BEAM Length = 10.0' LOAD TYPE Uniform LOCATION TOTAL LOAD 650.0 Ib/ft LIVE LOAD 424.0 Ib/ft DEAD LOAD 226.0 Ib/ft max R. max R Max. D.F. m = [ 5.0x( lO.Ox 650.0)]/ 10.0= 3250 Ib. =(10.0x 650.0)- [ 5.0x(10.0x 650.0)]/ 10.0= 3250 Ib. ( 3250x 5.0) - 650.0x( 5.0- 0.0) 72= Ai'TL c-DL = 1-5 x ( 2532.29)/( 95) = 39.98 in. 8125 Ib.-ft. ( 5.0' from R ) . 2 240 240 J_ 360 Si:TL c:DL Ii:TL c:DL li:DL c:TL li:LL c:0 8125.00x12)7(1500) = 65.0 in.3 292499968.0 = 162.50 in.4 (J\ at 5.0') 1800000 Max 101700008.0 = . 56.50 in.4 <J\ at 5.0') 1800000 Max 286199968.0 = 159.00 in.4 (J\ at 5.0') 1800000 Max D.F.S.S. 240 240 360 Ai:TL c:DL Si:TL c:DL li:TL c.-DL '' li:DL c:TL li:LL c:0 . 21.5 x ( 2532.29)/( 95) = 39.98 in. ( 8125.00x12)7(1800) = 54.2 in.3 29249996R.O = 162.50 in.4 (l\ at 5.0') 1800000 Max 101700008.0 = 56.50 in.4 (/\ at 5.0') 1800000 Max 286199968.0 = 159.00 in.4 (J\ at 5.0') 1800000 Max ::H E R;;M A:N GOODMAN•.•j;. \ •*• .. % •.,•. '~, '% - ; , ^ : ASSOCIATES, INC. " ; - ^ CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan Street, Suite 209 * Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON - GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-26-91 Min.: 4" x 14" D.F. #1 USE: Min.: 4" x 14" D.F.S.S. USE: 4-V-I4- C-YIY* t>r-*/ - or .- Sheet 8 JOB NUMBER: 91.168 HERMAN GOODMAN•••••• •. ,,,' "t ASSOCIATES, INC. 5 CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan Street, Suite 209 * Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON - GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-26-91 GARAGE WINDOW HEADER FLOOR BEAM Length = 6.0' Sheet 9 JOB NUMBER: 91.168 LOAD TYPE Uniform LOCATION TOTAL LOAD 650.0 Ib/ft LIVE LOAD 424.0 Ib/ft DEAD LOAD 226.0 Ib/ft max R = [ 3.0x( 6.0x 650.0)]/ 6.0= 1950 Ib. mux it... Max. D.F. #1 240 -L. 240 J_ 360 D.F.S.S. -L 240 -L. 240 JL 360 —{ O.UJL OJU.U;- I = ( 1950x 3.0) - Ai:TL c:DL = L Si:TL c:DL = ( li:TL c:DL = li:DL c:TL = Ii:LL c:0 = Ai:TL c:DL = 1< Si:TL c:DL = ( li:TL c:DL = li:DL c:TL = li:LL c:0 = j.uxt. o.ux oou.u;j/ o.u= i; 650.0x( 3.0- 0.0)2/2= 29 .5 x ( 1557.29)/( 95) = 2925.00x12)7(1500) = 63180000.0 = 35.1 n 1800000 21967200.0 = 12.20 1800000 61819200.0 = 34.34 1800000 5 x ( 1557.29)/( 95) = 2925.00x12)7(1800) = 63180000.0 = :Vvin 1800000 21967200.0 = 12.9.n 1800000 61819200.0 = 3434. 1800000 OU ID. >25 Ib.-ft. ( 3.0' 24.59 in.2 23.4 in.3 in.4 (A,, atv Max in.4 (l\.. atv Max in.4 (y_i,, atv Max 24.59 in.2 19.5 in.3 in. (/\ at in. (J\ a t fron 3.0') 3.0') 3.0') 3.0') 3.0') 3.0') H E R;M A N GOOD M AJ4 **' * ' ^ASSOCIATES, INC.. ; CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan Street, Suite 209 * Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON -- GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-26-91 Min.: 4" x 8" D.F. #1 USE: Min.: 4" x 8" D.F.S.S. USE: 4 > & P P- - or - Sheet 10 JOB NUMBER: 91.168 R;,;M G O "'"* " 'ASSOCIATES, INC.* -"^.sssXvAwXAV^ i j, * 4wv i. CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan Street, Suite 209 *Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON - GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-28-91 Sheet 11 JOB NUMBER: 91.168 SW 1 SW 2 SW 3^ • 2"x studs @ 16" 3/8" plywood structural I one side. Block Edges. Nailing 8d-3" o.c. edges. 8d-12" o.c. intermediate. 4"x post each end each wall segment. Attach to footing with Simpson HD-2 or HD-2A Extend plywood from mudsill to roof sheathing. 1/2" x 10" anchor bolts 16" oc 2"x studs @ 16" 3/8" plywood structural I one side. Block Edges. Nailing 8d-6" o.c. edges. 8d-12" o.c. intermediate. 4"x post each end each wall segment. Attach to footing with Simpson HD-2 or H Extend plywood from mudsill to roof sheathing 2"x mudsill 1/2" x 10" anchor bolts 32" o.c. 1/2" Drywall B.S. or 3/8" plywood one side block edges, 8d-6, 12 or Stucco Exterior. 1/2" dia. x 10" Anchor Bolts 3'6" o.c. Allowable L6ad = 175 Ibs./ft. AN , INC. '< \ f f < % s % «SSV.VWA SW CONSULTING STRUCTURAL: "ENGINEERS 14401 Sylvan Street, Suite 209 * Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON •- GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-26-91 C . J U 756.. r (I.1 ». M siq* Sheet 1O. JOB NUMBER: 91.168 HERMAN GOODMAN ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan Street, Suite 209 Van Nuys, California 91401 (818) 786-3387 1749 CHESTNUT AVE. CARLSBAD COTTON -- GATES CONSTRUCTION GARAGE (FUTURE LOFT) 05-26-91 -a •* Y-7 - *( /** /&v?r *'• ^ 306-6 Sheet IS JOB NUMBER: 91.168 e. ^-(