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Home My WebLink About2727 ARGONAUTA ST; ; CB042094; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Miscellaneous Permit Permit No: CB042094 Job Address: Permit Type: MlSC Subtype: REROOF Status: ISSUED Parcel No: 2154100100 Lot #: 0 Applied: 05/27/2004 Valuation: $8,430.00 Entered By: KMT Reference #: Plan Approved: 05/27/2004 Issued: 05/27/2004 Project Title: ANDERTON RES- REPLACE SHAKE W/ Inspect Area: 2727 ARGONAUTA ST CBAD STND TILE 30 SQRS (ICBO 2656) Applicant: SECURE ROOF INC 7356 TRADE ST SAN DIEGO CA 92121 800 338-6868 Owner: ANDERTON FAMILY TRUST 09-01-80 2727 ARGONAUTA ST CARLSBAD CA 92009 Miscelaneous Fee #I Miscelaneous Fee #2 Additional Fees TOTAL PERMIT FEES PERMIT FEE $1 53.00 $0.00 $0.00 $153.00 Total Fees: $153.00 Total Payments To Date: $0.00 Balance Due: $153.00 3146 05/27/04 OOOZ Ql 02 Q3P 153.00 FIN L SlGNATURf 4% FOR OFFICE USE ONLY EST. VAL. '# 8 I Plan Ck. Deposit PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 PLAN CHECK NO. &4200/4 30 Phase No. Total # o units Unit No. f' Legal Description Lot No. Subdivision NamelNumber Name Address City Statenip Telephone # Fax # (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 [ChaDtar 9, commending with Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom, and the basis for the alleged exemption. Any viola State License # Licensa Class c 37 City Business License t 6 Name ivil penalty of n mora than five hundred dollars 155001). ~ c. & 740 ,546 0Zd City StatdZip ,~ Telsho3# 9ec Designer Name Address City StatalZip Telephone State License # 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 work for which this permit is issued. 0 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 8 IA T€ FMdP Policy No. 2 8s /@g6 ST Expiration Date f -/-of (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS IS1001 OR LESS) 0 to become subject to the Workers' Compensation Laws of California. 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 I up to one hundred 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 sola 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). 0 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). 0 1. 2. 3. I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. c] YES ON0 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 I contractors license number): Business and Professions Code for this reason: 4. number I contractors license number): 5. of work): PROPERTY OWNER SIGNATURE DATE 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 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phona number /type program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? YES 0 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 feat of the outer boundary of a school site? 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 0 YES c] NO 0 YES 0 NO LENDER'S NAME LENDER'S ADDRESS City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit iss authorized by such permit is not at any time aft' r the work is co APPLICANT'S IGNATURE DATE ns of this Code shall expire by limitation and become null and void if the building or work such permit or if the building or work authorized by such permit is suspended or abandoned 6.4.4 Uniform Building Code). WHITE: File YELLOW: Applicant PINK: Finance City Of Carlsbad SUPPLEMENTAL BUILDING PERMIT APPLICATION FOR REROOFING 1. JOB ADDRESS: 272 7 /YQM& Fm0? 2. TYPE OFBUILDING: RESIDENTIAL )c COMMERCIAL 3. ROOF SLOPE: RISE 9 inches in 12 inches 5. TYPEOFEXISTINGR ING &'&A SHEATHING 4. NUMBER OF EXISTING ROOF COVERING (circle one) a 2 3 NO fl nLf *6. NEW ROOF MATERIA 4LASS7M WEIGHT PER SQUARE -/A*/ IC60 No. 2656 7. NUMBER OF SQUARES 8. TRADENAME /?? Wi? MANUFACTURER 4 9. ROOF SYSTEM LISTING UL No. 10. IS THE EXISTING STRUCTURAL DESIGN SUFFICIENT TO SUSTAIN THE --EF WEIGHT OF THE PROPOSED ROOF? (m a32- E5 /-ryc3* All roof coverings are required to be CLASS A. Combustible roof coverings of any type or classification are prohibited. I understand the following inspections are required: I, --, 1. Tear Off/Pre-inspection prior to install new roof covering. 2. Final Inspection I agree to provide a ladder extending at least 2 rungs above the roof for inspect ion. Contractor ?Q Owner Contractor Name 3 Qc@ *6 - Rolled Roofing, StandardlLite Tile, AsphaltlComp Fiberglass, Built up, Other. City of Carlsbad Bldg Inspection Request For: 06/09/2004 Permit# CB042094 Inspector Assignment: JM Title: ANDERTON RES- REPLACE SHAKE W/ Description: STND TILE 30 SQRS (ICBO 2656) Type: MlSC Sub Type: REROOF Job Address: 2727 ARGONAUTA ST Suite: Lot 0 Location: APPLICANT SECURE ROOF INC Owner: ANDERTON FAMILY TRUST 09-01-80 Remarks: PM INSP PLEASE Phone: 7605460254 - Inspector: J Total Time: Requested By: RUTH CD Description Entered By: ROBIN Comment 19 Final Structural Associated PCRsKVs Inspection History Date Description Act lnsp Comments 06/01/2004 15 Roof/Reroof AP JM OK TO COVER ENGR REPORT OK Invoice Myers Engineering P.O. Box 893219 Temecula, CA 92589 - 3219 (909) 325 - 8507 (619) 421 - 4211 (909) 325 - 8506 Fax www.myers-engineering.com Date: 9-10 -a- Services Rendered By: Myers Engineering ?v- RCE # 24928 Total Amount Due: STRUCTURAL CALCULATIONS FOR A REROOFING PROJECT P(f7rZlL lol tad- Engineer: Burton S. Myers P.O. Box 893219 Temecula, CA 92589 - 3219 (909) 325 - 8507 (619) 421 -4211. (909) 325 - 8506 Fax RCE: 24928 EXP. 12-3 1-05 =.my ers-engineering .com The work will consist of removing the existing woo#shake roof, down to the s ced sheeting. Adding plywood sheeting ( or equal ), additional braces, rafters, and $sset plates, if needed, and a new tile roof per the manufacturers recommendations. E c - L . . .. 4; \z . . . . . . - . . . __ . .. . . .. . . . . . . . . . . . . . . . ... . . -. . . ... .. . ... . - .. - ......... ........ ...... .... ....... .. ........... .... -. ..... . ~ ... .- . -. ... .............. ....... .- ............ - . ... -. .-. 5' ...... ......... .... ............ - .... - .... - . -. ....... ........... - - ............ - ... ...... . - ............. - .. - .. 22- ... 7 - s, . .- ......... 2; ..... 1. ... "t-.. . .~ . . ....................... '-, :2. ........ .. T .. I, ........... .. ..... ....... .. ........ . ..... . . ..- __ - - .- ..- _. 'Y$T !I, , : ' #' .I. .......... .. ....... ! .. ......... ..... .. ............. __ ... b... .... .: ... ......... :I , . ~ ., .. -*- I I '4 I I-- --I "- I - I-WFJY. - ............ q, ...... L ... ... . ...... ~~ . .. ............. .. .. ~ .... . ............ ............. ........ _-. ............... ._ ...... I ...... ..... . ............... .. . ___ . 1.- . . ..... ..... - .. - .. ._ .... - . - ... .... ... ... ._ ........ . . ..... - .. .~ ......... .~ ~ .- .- ..... ........... ....... ...... ....... ........... ... . ................. ....... ............ ........ . ..I ._ -: ..... . - ... - .... ,I ., - . - .................. . -. ..._..._.......I ....... -. .. ... ....... ..... ~ .... ._ .. ~ .................... , -. .- ...... .- ........... - ........ .......................... ... ... ........ .. -. ...... __ ........... ~ ............ ..... ... ..... .. ........ ~ ....... ~.- ................ .- ........ .. ._ ... - . ~ .- .. ,, ............................. , . ........................ ......... -. - . .. - ... ... ........ - .. -. ... ..... _. . ........ ... . ..... ...................... - ....................... ' - .............. ................ .... ................... ...... ........ .- ...... ........ .. ....... ........... .... . . -..., ......... ....... ......... - ....... ....... ......... .... .................... .... ,I __ ,,,:.I .... ............ ........... ............. ... .................... . .,. I, __ i ',/ I_,' , ........ _._ _-- _. ................... . - .......... .......... .... .- .. .... .......... .... .......... - .... _. ...................... ... ___ __ -- ........... . - . -. . - __ -- +$+#@#L--c@d&LN-?..- __. ......................... ......... -___.__ __ ..................................... ~__ ---- t€G-GL------ . .. ............................... 1. THE SOLE PURPOSE OF THESE STRUCTUML CALCULATIONS IS TO DETERMINE THE GENERAL CONDITIONS OF THE OVER ALL STRUCTURAZ, ROOF SYSTEM AND TO DETERMINE WHETHER THE ROOF SYSTEM CAN STRUCTURALLY SUPPORT THE INSTALLATION OF THE NEW PROPOSED ROOF MATERIALS. 2. THE INSPECTION PORTION OF THE CALCULATIONS WILL CONSIST OF DETERMINING THE SIZE MEMBERS THAT ARE NEEDED TO SUPPORT THE NEW ROOF SYSTEM. IN THOSE CASES WHERE THE EXSTING ROOF SYSTEM DOES NOT MEET THE MINIMUM BUILDING CODE REQUIREMENTS, RECOMMENDATIONS WILL BE MADE TO ADD ADDITIONAL BRACES. SUPPORTS OR OTHER STRUCTURAL MEMBERS TO INCREASE THE VALUES OF THE ROOF SYSTEM. 3. THE INSPECTION IS GENERAL IN SCOPE, AND DOES NOT INVOLVE INSPECTING EACH INDIVIDUAL MEMBER 4. THE INSPECTION DOES NOT INVOLVE LOOKING FOR DAMAGE CAUSED BY TERMITES, DRYROT, OR OTHER SOUkCES. 5. DURING THE COURSE OF THIS INSPECTION, CERTAIN AREAS OF THE ROOF I MAY NOT BE ACCESSIBLE. THOSE AREAS SHOULD BE OBSERVED AFTER THE EXISTING ROOF IS REMOVED PRIOR TO INSTALLING THE NEW ROOF. 6. PLOT PLAN - THE PURPOSE OF THIS SKETCH IS TO SHOW THE OUTLINE 0 ALL THE STRUCTURES WHICH WERE EVALUATED, AND WHERE THE TYPI ROOF SECTIONS WERE OBSERVED IN THE STRUCTURE. ALL DIMENSION *I J THE STRUTS WHICH SUPPORT THE PURLINS AM) CARRY THE LOADS TO BEARING WALLS, SHALL BE A MINIMUM SIZE OF 2 x 4, AND THE UNBRACED LENGTH SHALL NOT EXCEED 8 FEET. 10. THIS HOUSE WAS MEASURED AND INSPECTED UNDER MY DIRECTION TO DETERMINE THE TYPE AND SIZE OF THE STRUCTURAL MEMBERS (COUNTY OF SAN DIEGO). 11. THIS ENGINEERING REPORT (INSPECTION AND CALCULATIONS) IS PRIMARILY CONCERNED WITH THE ROOF SYSTEM. IT HAS TO BE ASSUMED THAT THE VERTICAL STRUCTURAL SUPPORT MEMBERS AND THE FOUNDATION SYSTEM WAS ORIGINALLY DESIGNED AND CONSTRUCTED TO THE BUILDING CODES AND ARE SUFFICIENT TO SUPPORT THE ROOF SYSTEM. 12. e?ER THE ROOF SYSTEM HAS BEEN DETERMINED BY RAFTER TAILS (REFERRED TO IN THE SECTION DRAWINGS), THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE SIZE AND SPACING OF THESE RAFTERS, AFTER THE ROOF IS REMOVED. 13. THE CITY OF SAN DIEGO REQUIRES THAT CODE APPROVED SMOKE DETECTORS BE INSTALLED WHEN A REPAIR OR ALTERATION IS MADE TO A , RESIDENTIAL UNIT WHICH EXCEED $1,000.00. A CODE APPROVED SMOKE DETECTOR IS REQUIRED TO BE INSTALLED IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA (SECTION 1210 -UNIFORM APPROXIMATE. IF THE OUTLINE OF THE STRUCTURE IS NOT SHOWN ON THIS PLAN, THE STRUCTURE WAS NOT EVALUATED. 7. ROOF SHEETING - UNLESS SPECIFIED IN THE CALCULATIONS, THE ROOF SHEETING WILL BE A MINIMUM 7/16" CDX PLYWOOD. 7/16" OSB (NER - 124) OR EQUAL. THE PURPOSE OF THE ROOF SHEETING IS TO PROVIDE A NAILING SURFACE FOR THE NEW TILE ROOF. THE ROOF SHEETING MAY BE APPLIED DIRECTLY OVER THE EXISTING SPACED SHEETING. THE ROOF SMEETING SHOULD BE ATTACHED WITH 8 D'S @ 6" O/C ALONG THE EDGES, AND @ 12" OK IN THE FIELD. THE CONTRACTOR SHOULD ATTEMPT TO NAIL THE ROOF SHEETING TO THE EXISTING SPACED SHEETING WHERE POSSIBLE. INSTEAD OF NAILS, STAPLES MAY BE USED PER TABLE 25-4 FOOTNOTE #9. 8. RAFTER JOISTS / GARAGE CEILING JOISTS - WHEN RAFTER JOISTS OR GARAGE CEILING JOISTS ARE USED, THEY SHALL BE PLACED ON ALL RAFTERS, NOT EVERY OTHER RAFTER MAXIMUM SPACING FOR RAFTER JOISTS IS 24" OK. 9. PURLINS - IF PURLINS ARE USED'AS PART OF THE SUPPORT SYSTEM TO REDUCE THE SPAN OF THE ROOF RAFTERS, THE FOLLOWING CONDITIONS MUST BE MET. A. PURLINS MUST BE EQUAL OR LARGER IN SdZE THAN THE RAFTERS THEY SUPPORT. B. THE MAXIMUM SPAN FOR 2 x 4 PURLINS SHALL BE 4 FEET. C. THE MAXIMUM SPAN FOR THE 2 x 6 OR LARGER PURLINS SHALL BE 6 FEET. M. EENFELD INS. 768 738 2936 P.02/82 POLICYHOLDER COPY STATE P.O. BOX 420807, SAN FRANCISCO, CA 9414~4x107 OW~8;y;l~; FUN I=) CERTIFICATE OF WORKERS' COMPENSATION INSUWCE TOT% P.02