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1185 TAMARACK AVE; ; CB090849; Permit
06-25-2009 Page 1 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: Building Inspection Request Line (760) 602-2725 CB090849 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1185 TAMARACK AV CBAD RESDNTL 2062611400 $22,680.00 0 Sub Type: Lot#: Construction Type: Reference #: Structure Type: Bathrooms: RAD 0 VN Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: SILVERMAN RES-ADD 400 SF WORK ISSUED 05/21/2009 RMA 06/25/2009 06/25/2009 Orig PC#: SHOP/STORAGE ROOM ENTER FROM EXTERIOR & 440 SF GARAGE Plan Check*: Applicant: BMG CONSTRUCTION 1623 MARITIME DR 92011 760500-1276 Owner: SILVERMAN TIMOTHY J&LORRI A 1185 TAMARACK AVE CARLSBAD CA 92008 Fee Description Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Green Bldg Standards (SB1473) Fee Park In Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Potable Water Connection Fee Add'l Potable Water Connection Fee Reclaimed Water Connection Fee Add'l Reclaimed Water Connection Fee BUILDING TOTAL CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) LFMZ Transportation Fee Sidewalk Fee Plumbing Issue Fee Fixture or Trap Building Sewer Roof Drain Install/Repair Water Line Water Heater and/or Vent Gas Piping System Vacuum Breaker Other Plumbing Fees PLUMBING TOTAL Units Ext Fee ATTACHED 0 0 APPROVAL DATEJlUimjlEARANCE $236,11 $0.00 $153.47 $0.00 $0.00 $2.27 $1.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $392.85 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $14.00 $0.00 $34.00 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-25-2009 f * ' Page 2 Fee Description Electric Issue Fee Single Phase per AMP Three Phase per AMP Three Phase 480 Per AMP Remodel/Alteration per AMP Remodel Fee Temporary Service Fee Test Meter Fee Other Electrical Fees ELECTRICAL TOTAL Mechanical Issue Fee Install/Furn/Ducts/Heat Pumps Fee Fireplace Installation Fee Exhaust Fan Fee Installation/Relocation Vent Fee Hood Fee Boiler/Compressor to 15HP Fee Other Mechanical Fee MECHANICAL TOTAL Housing Impact Fee Housing In Lieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Meter Fee SDCWA Fee HMP Fee Additional Fees TOTAL PERMIT FEES Residential Permit Units 0 0 0 0 0 0 0 0 0 0 Permit No: CB090849 Ext Fee $10.00 $0.00 $0.00 $0.00 $0.00 $10.00 $0.00 $0.00 $0.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $866.80 $0.00 $0.00 $0.00 $0.00 $0.00 $1,313.65 Total Fees:$1,313.65 Total Payments To Date:$153.47 Balance Due:$1,160.18 City of Carlsbad 1.635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov Building Permit Application JOB ADDRESS CT/PROJECT I,'LOT* DESCRIPTION OF WORK: Include fquare Feet of Affected Area(s) EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE YESD #NOD AIR CONDITIONING YES D FIRE SPRINKLERS YES D NO D CONTACT* NAME (If Different Fom Applicant)APPLICANT NAME ADDRESS ADDRESS CITY STATE ZIP STATE PHONE FAX PHONE FAX EMAIL EMAIL PROPERTY OWNER NAMi CONTRACTOR BUS. N, <M —fc»ADDRESS ADDRESS CITY STA ZIP CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL ARCH/DESIGNtR NAME & ADDRESS STATE LIC. #STATE LIC.#CLAS&7Y6/B/ >S CITY BUS. LIC.# (Sec. 7031.5 Business aid Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its i: licensed pursuant to & provisions of the Contractor's license Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty ol not more than five hundred dollars {JSOO}). issuance, also requires the applicant for such permit to file a signed statement that he is or that he is eiempt there from, and the basis for the alleged exemption. Any violation of WORRIERS' COMPENSATION Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: CD 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, d 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 workers' compensation insurance carrier and policy number are: Insurance Co\^_ " Policy No\ Expiration OateV. Vhir sect;on need not be completed if the permit is for one hundred dollars ($100) or less. flO 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 coveralls unlawful, and shall subject an employer to criminal penalties and civil fines upjo one ljundred thousand dollars (4100,000), in addition to the cost of compensation, damagex^providjd^r in Secj|6p$706ff the Labor code, Interest and attorney's fees. ..a.' \/ -•actor's Inspection List Permit*: CB090849 Date Inspection Item 11/11/200989 Final Combo 11 /03/2009 89 Final Combo 11/03/2009 89 Final Combo 10/09/2009 89 Final Combo Type: RESDNTL RAD Inspector PY PY PC 09/29/200919 Final Structural JM 09/29/2009 29 Final Plumbing JM 09/29/2009 39 Final Electrical JM 09/29/2009 49 Final Mechanical JM 09/24/200914 Frame/Steel/Bolting/Weldin PC 09/24/2009 34 Rough Electric PC 08/26/2009 83 Roof Sheathing/Ext Shear PC 07/28/2009 11 Ftg/Foundation/Piers PC 07/17/200911 Ftg/Foundation/Piers JM Act Fl Rl CO PA WC WC AP WC AP AP AP PA AP SILVERMAN RES-ADD 400 SF WORK SHOP/STORAGE ROOM ENTER FROM EX Comments ALL OK EXCEPT RELOCATE (E) SERVICE TO (N) LOCATION WILL CALL FOR FINAL. EMR UPGRADE OK TO RELEASE TO SDG&E SLAB @ GARAGE HOUSE SLAB & GARAGE STEM Thursday, November 12, 2009 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 10/09/2009 Permit* CB090849 Title: SILVERMAN RES-ADD 400 SF WORK Inspector Assignment: JM Description: SHOP/STORAGE ROOM ENTER FROM EXTERIOR & 440 SF GARAGE 1185 TAMARACK AV Lot: 0 Type:RESDNTL Sub Type: RAD Job Address: Suite: Location: OWNER SILVERMAN TIMOTHY J&LORRI A Owner: SILVERMAN TIMOTHY J&LORRI A Remarks: Phone: 7605001276 Inspector: Total Time: 49 Requested By: JEFF Entered By: CHRISTINE CD Description 19 Fin: 29 Final Plumbing 39 Final Electrical Act Comments &o£ Final Mechanical TO CNi U0c*vn0fsl WicL ^fVlflK Comments/Notices/Holds Associated PCRs/CVs Original PC# CV090382 CLOSED H- DEMO OF SHED; Inspection History CommentsDate 09/29/2009 09/29/2009 09/29/2009 09/29/2009 09/24/2009 09/24/2009 08/26/2009 07/28/2009 07/17/2009 Description 19 29 39 49 14 34 83 11 11 Final Structural Final Plumbing Final Electrical Final Mechanical Frame/Steel/Bolting/Welding Rough Electric Roof Sheathing/Ext Shear Ftg/Foundation/Piers Ftg/Foundation/Piers Act we we AP we AP AP AP PA AP lns| JM JM JM JM PC PC PC PC JM OK TO RELEASE TO SDG&E SLAB @ GARAGE HOUSE SLAB & GARAGE STEM Independent Inspection Special Inspection & NDT Isaiah E. Gruhler (619) 203-7920 5551 Gala Avenue San Diego, CA 92120 Inspection Report Project Name: Project Address: Engineer: Sub Contractor: Contractor: Page:. Permit*:. File#:_ DSA#:_ Other: of..Report*:. INSPECTION Structural Steel Masonry Concrete >X EDOXV H.S. Bolting Post Tension Ultrasonic Fireproof MATERIAL SAMPLING QTY H.S. Bolts Prisms Mortar/Grout Cone. Cylinders Fireproof MATERIAL DESCRIPTION H.S. Bolts Cone. PSI Grout PSI Mortar PSI Steel ^Lj? \S Elect./Wire Fireproof Epoxy INSPECTION CHECKLIST ^ Plans/Specs ^ Clearances ?\ Positions /\ Sizes Laps Consolidation <£ iV ex /OE-T ' X p - VJ I ' -£r Hf CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion orproject control. Inspector. Isaiah E. Insp. Date: Time Start: Time Stop: '7/II//09 Sign r Cert. SD#869 / ICC# 5099268 Owner/Representative:Date: MAY-26-2009 TUE 11:17 AM CITY OF CARSLBAD FAX NO. 760 602 8558 P. 01 City of Carlsbad BUIUMNCDtPARTMEHT 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760*02-7641 / Fax: 7604024668 Plan Chech Comments / 2OO7 Codes To:From: Steve Borossay Fax-1 Phone:Date: Re:AddretK ^ PlaaaemahaearraetloiM mfcrn^ to below and run T¥^ new print*. I plan* «sapanofthwPtimChaoHraiponMpMHw«raturnr«drrwrtted»MwlththarwwprlnU. * ThhM« a BUILJMNG REVIEW ONLY, t^mento or M^^ department review. For Information on Vn* statue of approval from othar departments ptoaM contact staff 0780-602-2717 / 2718 / 2719. s City of Carlsbad Public Works Engineering BUILDING PLANCHECK CHECKLIST DATE: BUILDING /DDR'ESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: PLANCHECK NO. 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. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see Uo^-atjiached list of outstanding issues marked wiUrcKMake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to the Building Dept. for resubmittal to the Engineering Dept. Qolv the applicable sheets have been sent By: By: By: Date: Date: Date: FOR OFFICIAL USE ONLY By: ENGINEERING AUTHORIZATION TO ISSUE BUILDING PE Date: D D D D D D D ATTACHMENTS Engineering Application Dedication Checklist Improvement Checklist Neighborhood Improvement Agreement Grading Submittal Checklist Right-of-Way Permit Application and Info Sheet Storm Water Applicability Checklist/Storm Water Compliance Exemption Form E JGINEERING DEPT. CONTACT PERSON Name: Address: Phone: NOTE: associat with the need to WALL PE KATHLEEN M. FARMER City of Carlsbad 1635 Faraday Avenue, Carlsbad, CA 92008 (760) 602-2741 If there are retaining walls ed with your project, please check Building Department if these walls be pulled bv separate RETAINING ERMIT. 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-272O • FAX (76O) 602-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North Arrow .^Q^ftight-of-Way Width & Adj Streets ^-BT'Existing & Proposed StmctLffes_^^pT3riveway widths " ^&. Existing Street Improvements/^ >iT Existing or proposed sewer lateral ^©^ Property Lines (show all dimensionsH^' Existing or proposed water service Easements - S-X-iH-f' &*- <f^, Existing or proposed irrigation service /\W\ Submit on signed approved plans ' DWG No. _ Show on site plan: rainage Patterns '1 . Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography - £6j-fJ as*^-f-* Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description/Lot Number. 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 Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. A ST 2ND 3RD BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. CH CH 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS G 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 $ 17.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 VS" 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 D 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 $ 82.000 pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: BUILDING PLANCHECK CHECKLIST RD D 3' D D D D D D 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $441.00 so we may prepare the necessary Neighborhood 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: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. improvements found adjacent to SPECIAL NOTE: Damaged or defective building site must be repaired to the satisfaction of the City Inspector prior to occupancy. D D D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export and remedial). This information must be included on the plans. 7b. Grading Permit required. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector per the attached list. The Inspector will then provide the Engineering Counter with a release for the Building Permit. D D D 7d. No Grading Permit required. PROJECT INSPECTOR: PROJECT ID: CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE DATE: GRADING PERMIT NO. LOTS REQUESTED FOR RELEASE: N/A= NOT APPLICABLE •/= COMPLETE 0 = Incomplete or unacceptable 1st »nd 1. Site access to requested lots adequate and logically grouped. 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 5. 8 14 x 11" site plan (attachment) showing requested lots submitted. 6. Compaction report from soils engineer submitted. (If soils report has been submitted with a previous partial release a letter from soils engineer referencing the soils report and identifying specific lots for release shall accompany subsequent partial releases). 7. EOW certification of work done with finish pad elevations of specific lots to be released. Letter must state lot(s) is graded to within a tenth (.1) of the approved grading plan. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Fully functional fire hydrants within 500 feet of building combustibles and an all weather road access to site are required. EH Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. CD Partial release of the site is denied for the following reasons: Project Inspector Date Construction Manager Date ST1 D ,ND RO3 D BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey. Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carlsbad, CA 92011, (760) 438-3941, Fax (760) 476-9852. D D D STORM WATER COMPLIANCE 10a.^J ""*?equires Project Storm Water Permit: PSP ler I/Tier II (Requires SWPPP) - Please complete attached forms Exempt - Please complete attached exemption form " STORM WATER APPLICABILITY CHECKLIST 10b. D Priority Project D Not required FEES 11. D Required fees are attached ainage Fee Applicabl Added Square Fee Added Square Footage in last two years? yes Permit No. Permit No. no D D Project Built after 1980 yes no Impervious surface > 50% yes no Impact unconstructed fac. yes no Fire Sprinklers required yes no (is addition over 150' from CL) Upgrade yes no No fees required f! to L \i% 1- BUILDING PLANCHECK CHECKLIST WATER METER REVIEW * ST 2ND 3RD D D D 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. • owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. D D D 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". 1. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically the Planning Dept. Landscape Consultant has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 6 BUILDING PLANCHECK CHECKLIST . ST EH Q 12c. Irrigation Use (where recycled water is available) 1 . Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. D 13. Additional Comments: . ° - ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Address: Prepared by: _Bldg. Permit No.. Date:Checked by: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: <^U/i *-<^. Ja-^^i'^~[ Sq. Ft/Units: Types of Use: Sq. FtVUnits: APT CALCULATIONS: List types and square footages for all uses. / 6 cTypes of Use: Types of Use: ~ O / c ^Ft/Units: Sq. Ft/Units: EDU's:. EDU's:. ADTs: _ ACT'S: Date: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)D NO D 1.PARK-IN-LIEUFEE FEE/UNIT: Reso No. PARK AREA &#:. X NO. UNITS:_ Line Item: D 2. TRAFFIC IMPACT FEE ADTs/UNITS:X FEE/ADT: =$_ =$_ D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3 ADTs/UNITS:X FEE/ADT:=$. D 4. FACILITIES MANAGEMENT FEE ZONE: UNIT/SQ.FT.:X FEE/SQ.FT./UNIT:=$_ D 5. SEWER FEE EDU's: BENEFIT AREA:. EDU's: X FEE/EDU: X FEE/EDU: D 6. DRAINAGE FEES PLDA ACRES: D 7. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION TOTAL OF ABOVE FEES*: $ Word\Doc»\MI«form»\Fe« Calculation WorkshMt Rev. 7/14/00 CITY OF CARLSBAD STANDARD FORM - TIER 1 STORM WATER POLLUTION PREVENTION PLAN STORM WATER COMPLIANCE CERTIFICATE <" My project is not in a category of permit types exempt from the Construction SWPPP requirements •f My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). •f My project does not requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) S My project will not result in 2.500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHTOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARL STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN- OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES PROJECT INFORMATION Si* Address, f f K Assessor's Pare,. Number: .: /J tf ^ ' ' '/' /j* / Construction Permit No .: Estimated Construction Start Dale Project Duration * Months Emergency Contact: Name: 24 hour Perceived Threat to Storm Water Quality Medium Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By: Date: Page 1 of_ Instructions: activity descn practices (BV for each of thi that applies si place an X in "Cover with F To leam more The reference Best Management Practice (BMP) Description -> CASQA Designation •> Construction Activity X X ^ Grading/Soil Disturbance Trenching/Excavation Stockpiling Drilling/Boring Concrete/Asphalt Sawcutting Concrete flatwork Paving Conduit/Pipe Installation Stucco/Mortar Work Waste Disposal Staging/Lay Down Area Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dewatering Site Access Across Din Other (list): Erosion Control BMPs •0 r^. OUl Wood Mulching3UJ Earth Dikes andDrainage Swales3UJ Slope Drains6UJ Sediment Control BMPs Silt Fencetil CO Jegin by reviewing the list of construction activities and checking the t ption boxes provided for that purpose and place a check in the box imi Ps) from the list located alon the top of the form. Then place an X in ih : selected BMPs selected from the list For Example - If the project in ich as "Stabilized Construcion Ingress/Egress" under Tracking Control the box where the two meet. As another example say the project incluc laslic" in the blank column under the heading Erosion Control BMPs. about what each BMP description means, you may wish to review the also explains the California Stormwater Quality Association (CASQA Sediment TrapUJCO Check DamTUJCO Fiber RollsUJCO X X Xf 1 o UJCO Street Sweeping andVacuumingUJ CO ox to the left of any activ nediately to the left of the e box at the place where t eludes site access across d Follow along the "Site A led a stockpile that you in Then place an X in the bo BMP Reference Handout designation and how to a Sandbag Barrier°9UJCO Storm Drain InletProtectiono UJCO Tracking Control BMPs Stabilized ConstructionIngress/EgressorI-Stabilized ConstrucionRoadwayr>j Non-Storm ater Management BMPs i ll COz £ a a CL O COZ Potable Water/IrrigationZ Vehicle and EquipmentCleaningZ Waste Management and Materials Pollution Control BMPs 1 Jio 2 Material Usecj*Stockpile Management•7 Spill Prevention andControlT 1 Solid WasteManagementi Hazardous WasteManagement1 Concrete WasteManagemenlS ty that will occur during the proposed construction. Add any other activity descriptions in the blank added activity description. For each activity descrribed, pick one or more best management lie activity row intersects with the BMP column. Do this for each activity that was checked off and in, then check the box to the left of "Site Access Across Dirt". Then review the list for something xess Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and end to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in x where "Stockpiling" row intersects the new "Cover with Plastic" column. prepared to assist applicants in the selection of appropriate Best Management Practice measures, pply the various selected BMPs to a project. Page 2 of AMERICAN LAND TITLE ASSOCIATION HOMEOWNER'S POLICY OF TITLE INSURANCE FORA ONE-TO-FOUR FAMILY RESIDENCE (10-17-98) CHICAGO TITLE INSURANCE COMPANY Owner's Coverage Statement This Policy insures You against actual loss, including any costs, attor- neys' fees and expenses provided under this Policy, resulting from the Covered Risks set forth below; if the Land is an improved residential lot on which there is located a one-to-four family residence and each insured named in Schedule A is a Natural Person. Your insurance is effective on the Policy Date. This Policy covers Your actual loss from any risk described underCovered Risks if the event creating the risk exists on the Policy D/rfejy^Ntie extent expressly stated, after the Policy Date. The Covered Risks are: 1. Someone else owns an interest in Your Title. Someone else has rights affecting Your Title arising out ^ contracts, or options. Someone else claims to have rights affecting Your Title arising out of forgery or impersonation. Someone else has an easement on the Land. Someone else has a right to limit Your use of the Land. Your Title is defective. Any of Covered Risks 1 through 6 occurring after the Policy Date. Someone else has a lien on Your Title, including a: a. Mortgage; judgment, state or federal tax lien, or special assessment; charge by a homeowner's or condominium association; or lien, occurring before or after the Policy Date, for labor and material furnished before the Policy Date. Someone else has an encumbrance on Your Title. Someone else claims to have rights affecting Your Title arising out of fraud, duress, incompetency or incapacity. You do not have both actual vehicular and pedestrian access to and from the Land, based upon a legal right. You are forced to correct or remove an existing violation of any Issued by: CHICAGO TITLE COMPANY 925 "B" STREET SAN DIEGO, CA 92101 519) 239-6081 / b. c. d. 9. 10. 12. Your insurance is limited by all of the following: • The Policy Amount shown in Schedule A • For Covered Risk 14, 15, 16 and 18, Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A • Exceptions in Schedule B • Our Duty To Defend Against Legal Actions • Exclusions on page 2 • Conditions on page 2 and 3. it, condition or restriction affecting the Land, even if the condition or restriction is excepted in Schedule B. is lost-or taken because of a violation of any covenant, or resticfeon, which occurred before You acquired Your even if the|;c|ren^n>r^ondition or restriction is excepted in Schedule B. 14. 15. 16. Because of an ex^tyfg violation of a subdivision law or regulation affecting the 1 a. You are unable to obtain a building permit; b. You are required to correct or remove the violation; or c. Someone else has a legal right to, and does, refuse to perform a contract to purchase the Land, lease it or make a Mortgage loan on it. The amount of Your insurance for this Covered Risk is subject to Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A. You are forced to remove or remedy Your existing structures, or any part of them - other than boundary walls or fences - because any portion was built without obtaining a building permit from the proper government office. The amount of Your insurance for this Covered Risk is subject to Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A. You are forced to remove or remedy Your existing structures, or any part of them, because they violate an existing zoning law or CHICAGO TITLE INSURANCE COMPANY Note: This policy shall not he valid or binding until countersigned by cm authorized signatory. ATTEST President Secretary See Reorder Form No. 8277-10 (Reprinted 10/00)ALTA Homeowner's Policy of Title Insurance (10-17-98) Fnr A On».Tn.Kniir Pamilv SCHEDULE A Policy Amount: $860,000.00 Date of Policy: July 15, 2002 at 4:59 PM Deductible Amounts and Maximum Dollar Limits of Liability For Covered Risk 14,15,16 and 18: Your Deductible Amount Covered Risk 14: l % of Policy Amount or $ 2,500 (whichever is less) Covered Risk 15: i % of Policy Amount or $ 5,000 (whichever is less) Covered Risk 16: i % of Policy Amount or $ 5,000 Policy No: 28008515 - P02 Premium: $2,204.00 Covered Risk 18: Our Maximum Dollar Limit of Liability $ 10,000 $ 25,000 $ 25,000 $ 5,000 (whichever is less) % of Policy Amount or $ 2,500 (whichever is less) Street Address of the Land: 1185 TAMARACK AVENUE CARLSBAD, CA 92008 1. Name of insured: TIMOTHY J. SILVERMAN AND LORRI A. SILVERMAN, HUSBAND AND WIFE, AS COMMUNITY PROPERTY WITH RIGHT OF SURVIVORSHIP 2. Your interest in the Land covered by this Policy is: A FEE AS TO PARCELS 1 AND 5 ; AN EASEMENT MORE FULLY DESCRIBED BELOW AS TO PARCELS 2, 3 AND 4 3. The land referred to in this policy is situated in the State of California, County of SAN DIEGO and is described as follows: SEE ATTACHED LEGAL EXHIBIT This Policy valid only if Schedule B is attached. HOSA --04/08/99bk ALTA Homeowner's Policy of Title Insurance Issued by CHICAGO TITLE INSURANCE COMPANY LEGAL DESCRIPTION EXHIBIT Policy Number: 28008515 - P02 PARCEL 1: LOT 5, CAMINO DEL SOL, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 5406, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. PARCEL 2: AN EASEMENT FOR INGRESS AND EGRESS FOR ROAD PURPOSES OVER, ALONG AND ACROSS THAT PORTION OFLOT14j OF CAMINO DEL SOL, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF <CAL?folRNIA/ ACCORDING TO MAP THEREOF NO. 5406, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE SOUTHEASTERLY LINE OF SAID LOT 14; DISTANT SOUTH 61° 21' WEST 36.78 FEET FROM THE MOST EASTERLY CORNER OF SAID LOT; THENCE NORTH 7° 32' 30" EAST 30.40 FEET TO A LINE DRAWN PARALLEL WITH AND 19.00 FEET SOUTHWESTERLY OF THE NORTHEASTERLY LINE OF SAID LOT 14; THENCE ALONG SAID PARALLEL LINE SOUTH 28° 39' EAST, 24.53 FEET TO THE SOUTHEASTERLY LINE OF SAID LOT 14; THENCE ALONG SAID SOUTHEASTERLY LINE, SOUTH 61° 21' WEST, 17.78 FEET TO THE POINT OF BEGINNING. PARCEL 3: AN EASEMENT FOR INGRESS AND EGRESS FOR ROAD PURPOSES OVER, ALONG AND ACROSS THAT PORTION OF LOT 6 OF CAMINO DEL SOL, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 5406, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE SOUTHEASTERLY LINE LOT 14 MAP NO. 5406, DISTANT SOUTH 61° 21' WEST 31.83 FEET FROM THE MOST EASTERLY CORNER OF SAID LOT 14; THENCE SOUTH 28° 39' EAST 60.57 FEET TO THE SOUTHEASTERLY LINE OF SAID LOT 6; THENCE ALONG SAID SOUTHEASTERLY LINE SOUTH 61° 21' WEST 4.95 FEET; THENCE NORTH 28° 39' WEST 60.57 FEET TO SAID SOUTHEASTERLY LINE OF LOT 14; THENCE NORTH 61° 21' EAST 4.95 FEET TO THE POINT OF BEGINNING. PARCEL 4: AN EASEMENT FOR INGRESS AND EGRESS FOR ROAD PURPOSES OVER, ALONG AND ACROSS THE NORTHEASTERLY 19.00 FEET OF LOT 14 OF CAMINO DEL SOL, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 5406, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. THE EASEMENTS HEREIN DESCRIBED ARE HEREBY DECLARED TO BE APPURTENANT TO AND FOR THE USE AND BENEFIT OF THE PRESENT AND FUTURE OWNERS OF ALL OR ANY PORTION OF LOT 5, OF SAID CAMINO DEL SOL. PARCEL 5: THAT PORTION OF LOT 6 OF CAMINO DEL SOL, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 5406, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, WHICH LIES NORTHEASTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHWESTERLY LINE OF SAID LOT 6, WHICH IS DISTANT THEREON SOUTH 61° 21' WEST, 31.83 FEET FROM THE MOST NORTHERLY CORNER OF SAID LOT; THENCE SOUTH 28° 39' EAST 60.57 FEET TO THE SOUTHEASTERLY LINE OF SAID LOT. HOL -1/14/99ak SCHEDULE B Policy Number: 28008515 - P02 Exceptions In addition to the Exclusions, you are not insured against loss, costs, attorney's fees, and expenses resulting from: 1. PROPERTY TAXES, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES, TO BE LEVIED FOR THE FISCAL YEAR 2002-2003 THAT ARE A LIEN NOT YET DUE. 2. THE LIEN OF SUPPLEMENTAL OR ESCAPED ASSESSMENTS OF PROPERTY TAXES, IF ANY, MADE PURSUANT TO THE PROVISIONS OF PART 0.5, CHAPTER 3.5 OR PART 2, CHAPTER 3, ARTICLES 3 AND 4 RESPECTIVELY (COMMENCING WITH SECTION 75) OF THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA AS A RESULT OF THE TRANSFER OF TITLE TO THE VESTEE NAMED IN SCHEDULE A; OR AS A RESULT OF CHANGES IN OWNERSHIP OR NEW CONSTRUCTION OCCURRING PRIOR TO DATE OF POLICY. 3. EASEMENTS FOR INGRESS AND EGRESS, PIPELINES, DRAINAGE AND/OR PUBLIC UTILITIES AND INCIDENTAL PURPOSES THERETO OVER, UNDER, ALONG AND ACROSS THE EASEMENT PARCEL(S) HEREIN DESCRIBED AS GRANTED AND/OR RESERVED IN VARIOUS DEEDS OF RECORD. AFFECTS: PARCELS 2, 3 AND 4 4. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: APRIL 15, 1955 IN BOOK 5605, PAGE 199, OFFICIAL RECORDS AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. COVENANTS, CONDITIONS AND RESTRICTIONS (BUT OMITTING THEREFROM ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN, IF ANY, UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS) AS SET FORTH IN THE DOCUMENT. RECORDED: OCTOBER 29, 1964 AS FILE NO. 197970, OFFICIAL RECORDS SAID COVENANTS, CONDITIONS AND RESTRICTIONS PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. NOTE: SECTION 12956.1 OF THE GOVERNMENT CODE PROVIDES THE FOLLOWING: IF THIS DOCUMENT CONTAINS ANY RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, FAMILIAL STATUS, MARITAL STATUS DISABILITY, NATIONAL ORIGIN, OR ANCESTRY, THAT RESTRICTION VIOLATES STATE AND FEDERAL FAIR HOUSING LAWS AND IS VOID, AND MAY BE REMOVED PURSUANT TO SECTION 12956.1 OF THE GOVERNMENT CODE. LAWFUL RESTRICTIONS UNDER STATE AND FEDERAL LAW ON THE AGE OF OCCUPANTS IN SENIOR HOUSING OR HOUSING FOR OLDER PERSONS SHALL NOT BE CONSTRUED AS RESTRICTIONS BASED ON FAMILIAL STATUS. ALTA Homeowner's Policy of Title Insurance Issued by CHICAGO TITLE INSURANCE COMPANY HOSB -04/08/99bk SCHEDULE B (continued)Policy Number: 28008515 - P02 AA 6. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL AMOUNT SHOWN BELOW AMOUNT: DATED: TRUSTOR: TRUSTEE: BENEFICIARY: RECORDED: $575,000.00 JULY 9, 2002 TIMOTHY J. SILVERMAN AND LORRI A. SILVERMAN, HUSBAND AND WIFE FIDELITY NATIONAL TITLE INS CO WELLS FARGO HOME MORTGAGE, INC., A CORPORATION JULY 15, 2002, AS FILE NO. 2002-0593341, OFFICIAL RECORDS 7. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL AMOUNT SHOWN BELOW AMOUNT: DATED: TRUSTOR: TRUSTEE: BENEFICIARY: RECORDED: END OF SCHEDULE B AS $113,000.00 JULY 8, 2002 TIMOTHY J. SILVERMAN AND LORRI A. SILVERMAN, HUSBAND AND WIFE CHICAGO TITLE INSURANCE COMPANY WELLS FARGO BANK, N.A. JULY 15, 2002, AS FILE NO. 2002-0593342, OFFICIAL RECORDS ALTA Homeowner's Policy of Title Insurance Issued by CHICAGO TITLE INSURANCE COMPANY HOSBC --04/OS/99bk BEST COPY HAf> 5267 - STELLA HAWS ESTATES ' FOR REFERENCE PURPOSE»BM6WNOlWbWNByS.- POR TCT 242 - ROS 830, 3313, 3696, IO804 IS ASSUMED.FQR THE ASCURACY OF THE DATA SHOWN. PARCELS MAY NOT COMPLY WITH LOCAL SUBDIVISION OR BUILDING ORDINANCES «8 §2fcs8 fe *!VJ 8 . RealQuest.com ® - Report Page 1 of 1 Property Detail Report For Property Located At 1185 TAMARACK AVE, CARLSBAD CA 92008-3418 RealQyest Professional Owner Information: Owner Name: Mailing Address:Phone Number: Location Information: Legal Description: County: Census Tract / Block: Township-Range-Sect: Legal Book/Page: Legal Lot: 5 Legal Block: Market Area: Neighbor Code: Owner Transfer Information: Recording/Sale Date: / Sale Price: Document #: Last Market Sale Information: SILVERMAN flMOfHY J '.*: LORRIA 1185 TAMARACK AVE, CARLSBAD CA 92008-3418 C016 Vesting Codes: DOC197057REC68 IN LOT 5&IN LOT 6 SAN DIEGO, CA 178.10 /1 APN: Alternate APN: Subdivision: Map Reference: Tract* School District: Munic/Township: Deed Type: IstMtg Document #: HW//RS 206-261-14-00 CAMINO DEL SOL 14-A5/1106-F6 5406 CARLSBAD Recording/Sale Date: Sale Price: Sale Type: Document #: Deed Type: Transfer Document #: New Construction: Title Company: Lender: Seller Name: Prior Sale Information: Prior Rec/Sale Date: Prior Sale Price: Prior Doc Number: Prior Deed Type: 07/15/2002/06/27/2002 $860,000 FULL 593340 GRANT DEED CHICAGO TITLE CO. WELLS FARGO HM MTG INC HEBERT T D & JANET C 10/18/19967 $359,000 530138 GRANT DEED IstMtg Amount/Type: $575,000 / CONV 1 st Mtg Int. Rate/Type: 6.00 / ADJ1st Mtg Document* 593341 2nd Mtg Amount/Type: $1 1 3,000 / CONV 2nd Mtg Int. Rate/Type: /FIXED Price Per SqFt: $230.50 Multi/SplitSate: ; _.„.„,,,. AMERICAS WHOLESALEPnor Lender LENDER Prior 1 st Mtg Ami/Type: $323,1 00 / CONV Prior IstMJg Rate/fyjpe: IFlX Property Characteristics: Gross Area: Living Area: Tot Adj Area: Above Grade: Total Rooms: Bedrooms: Bath(F/H): Year Built /Eff: Fireplace: # of Stories: Other Improvements: Site Information: Zoning: Flood Zone: Flood Panel: Rood Panel Date: Land Use: Tax Information: Total Value: Land Value: Improvement Value: Total Taxable Value: Parking Type: 3,731 Garage Area: Garage Capacity- Parking Spaces: 8 Basement Area: 4 Finish Bsmnt Area: 3/1 Basement Type: 1947/1975 Roof Type. / Foundation: Roof Material: PATIO 1 Acres: X Lot Area: 0602850764F Lot Width/Depth: 06/19/1997 Res/Comm Units: DUPLEX $1,1 24,532 Assessed Yean $661,583 Improved %: $462,949 TaxYear: $1,117,532 GARAGE Construction; Heat Type. FORCED AIR 2 ..'.'-•:' ' . ExtSriQfwall: : •: ••'••'.". 2 Porch Type: Patio Type: PATIO Pool: POOL AirCond: Style: Quality: AVERAGE Condition: GOOD 0.44 County Use: DUPLEX (11 2) 19,100 State Use: x Site Influence: 2 / Sewer Type: Water Type: 2008 Property Tax: $11,737.38 41% Tax Area: 09000 2008 Tax Exemption: HOMEOWNER http://pro.realquest.com/jsp/report.jsp?&client=&action=confirrn&type=getreport&record... 06/15/2009 ./fo. t Tamarack 71 LOT /3 \ LOT 14 II s 17.50'94.67 i *! Scute I* =40' LOT £ Area 7600 5y ft 5?*V| Camtno Dei Sol Circle /4r*z * Curve Darfa I. X* 50.00' 2. R* 50.OO' L*5l.0$ Camino Dei Sol Subdivision City of Carlsbad. California REQUESTED BY:Soroul ffa Oceanstdc. &LJI SON?! W 3i dtflfli "'Hi i t'2 "ON t -9 DD a a PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB090849 Address 1185 TAMARACK AV Planner GINA RUIZ Phone (760) 602- 4675 APN: 206-261-14-00 Type of Project & Use: GARAGE & ADDITION Net Project Density: Zoning: R-1 General Plan: RLM Facilities Management Zone: 1 CFD (in/out) #_Date of participation: Remaining net dev acres:. DU/AC Circle One (For non-residential development: Type of land used created by this permit: Legend: IE! Item Complete D Item Incomplete - Needs your action Environmental Review Required: YES D NO ^| TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: YES n NO 153 TYPE Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES S NO D CA Coastal Commission Authority? YES Q NO M If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): EXEMPT Habitat Management Plan Data Entry Completed? YES D NO |El If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES G NO ^ (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: D D Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO IEI 2. Project complies: YES D NOQ DD Zoning: ADDITION 1. Setbacks: Front: Interior Side: Street Side: Rear: comments below Top of slope: Required 201 Shown 10' Required 101 Shown 10'+ Required 101 Shown 10'+ Required 20' Shown 6.9' plancheck 2: 7.5' *see #2. In additional Required N/A Shown N/A 2. Accessory structure setbacks: GARAGE Front: Interior Side: Street Side: Rear: Structure separation: Required 201 Shown 20'+ Required 51 Shown 5+' Required 101 Shown 47.7' Required 51 Shown 6.9' plancheck 2: 7.5' Required 101 Shown 10' 3. Lot Coverage:Required 40% MAX Shown 29% 4. Height: pitch Required 14' MAX WITH ROOF PITCH OF 3:12 Shown 13.6' 5:12 D D Spaces Required Shown5. Parking: (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments #1. CALL OUT THE ROOF PITCH ON THE PLANS. #2. DUE TO THE EXISTING NON-CONFORMING CONDITIONS OF INADEQUATE REAR YARD SETBACK. A TOTAL OF 40% OF THE EXISTING FLOOR AREA CAN BE EXPANDED. WITH PERMITS CB 02- 2337. CB 06-1333. AND INCLUDING THE SQUARE FOOTAGE FOR THIS PERMIT. CB 09-0849. THE TOTAL 40% HAS BEEN USED AND NO ADDITIONS WILL BE PERMITTED IN THE FUTURE. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER gr DATE 6/17/09 H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 BMG - SILVERMAN 1185 TAMARACK AVE CARLSBAD 92008 »pof o ESCONDIDO ROOF TRUSS COMPANY, INC. 430 VIA VERA CRUZ SAN MARCOS, CA 92078 TECHNOLOGY BUILDS BETTER (760) 744-4040 (800) 367-8787 FAX (760) 744-6516 WEB SITE: www.escondidotruss.com E-MAIL: info@escondidotruss.com Q.(0(0 (5* w I 8, mwSIao I OO > a (Q 01 a I.a =K I ST if mwoo a. S!o I Op o en •<H8>2 09 5? 8 ro ' 000 2SO" el m 7) 01 Soffl to DNI1SIX3 SIHi 01; i C ro 0T) JO swa^j asaq^ jo uoj^3adsuT jo MajAaj ON Aq suGjsap ^joddns •? XCUOT^USAUOO '6UTTTOU 'POOJ T«»-"3*oi iAHNO sassnj^ .jo eujpeot 0 UOT^ODOt O^. SJ3J3J LW[d 6uTUJOJ^ SSHJ1 ISS3M EJNIOmONI 'S^uaujaJTnbaj 6uT3BJq ssnj^ teja^PT jot BufjaaufBua ssnj^ MBTABJ iiSnw H3TWiSNI SSPUlaoiad inoHiiM ssnai ANV asnv ao ino ION oa A1NO NOIiVOOlssnai acu aoa ssnaiawnid 'H '0 ,*3 3iii 'iviaaivw jooaST/S woiid jcraa 68-S-9 GiVQ80036 'avasiawo 3AV XOWoWi S8TT 'HOP - 9W8 C008) <09O XV J 8^.Ttr-690S6 V3 'SCOaVW WSzna3 va3A VIA 's ae^•3Ni ' '03 ssnai jooa oaioN03S3 BCSI-B1 SUMMARY SHEET - GUIDE FOR HANDLING, INSTALLING, RESTRAINING AND BRACING OF TRUSSES (2006 EDITION) GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BCSI Guide to Good Practice for Handling. Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the BCS1-B3 Summary Sheet - Permanent Restraint/Bracing of Chords & Web Members for more information. All other permanent bracing design is the responsibility of the Building Designer. Los trusses no estan marcados de ningun mpdo que identifique la frecuencia o localization de restriction lateral y arriostre diagonal temporales. Use las recomendaciones de manejo, instalacion, restriccion y arriostre temporal de los trusses. Vea el folleto BCSI Guia de Buena Practice para el Maneio. Instalacion. Restriccion y Arriostre de IPS Trusses de Madera Conectados con Placas de Metal para information mas detallada. Los dibujos de diseno de Ips trusses pueden especiflcar las localizaciones de restriction lateral permanente 0 refuerzo en los miembros individuales del truss. Vea la hoja resumen BCS1-B3 - Restriccion/Arriostre Permanente de Cuerdas y Miembros Secundarios para mas information. El resto de los disefios de arriostres permanentes son la responsabilidad del Disefiador del Edificio. The consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. El resultado de un manejo, levantamiento, instalacion, restriccion y arrisotre incorrecto puede ser la caida de la estructura o aun peor, heridos o muertos. f\ Banding and truss plates have sharp edges Wear gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes afiiados. Use guantes y lentes protectores cuando corte los empaques. HANDLING — MANEJO A Avoid lateral bending. — Evite la flexion lateral HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. /\ Warning! Don't overload the crane. iAdvertencia1 iNo sobrecarga la grua! ^O Never use banding aione to lift a bundle. Do not lift a group of individually banded bundles Nunca use solo los empaques para levantar un paqu No levante un grupo de empaques individuates O1 A iiry:ri ift:.... be i sed vr.ih trusses up '.(. •*-'b - '. '- ' " ?i l~- loll:; 'C • " • d • -• •_•• .. '. -.•'. fi .; at sss • ift.... : • • .-•••.• :;• fosses gteatei (hi I '-:.'. Putde user un sciC' iuo^ ;-'£ ie.'ar-.ta- psra paquetes de trusses hasta 45 ;.. r—•Fueoe uic" GIS p^ir'cs d& '•*- 'z'*'.u: PC!'-; LZ. paquttes HISS de 60 pies. Use por !u menos tres p-j. 'x1^ d;:. te .d'its, DC-B INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION POR LA MANO DE TRUSSES INDIVIDUALES or less, sup port at peak. Warning! Do not over load supporting structure with truss bundle. iAdvertencia! No sobrecargue la estructura apoyada con ei paquete de trusses. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES J7J1} ]:,:,;.,-,..-:, •„::,,.: ,.. u* ind KM . rely to ground bracing. 3) Set next <! trusses with short met berten era - restraint (see below). <t) Install top chord oiagonal bracing (see betov '•: nsu ebmemi i diagonal bracing to stabilize the first five trusses [see befc 6)Instsl bottoms on t:: .. v. • -':.'-;- C;''^:r:i «nrf diaoprs' b'adng (se^ beiow) • ^'c:*sr c". g';,..:;.."; fc.• ;•;-, y • - •' ^ses ere set • instate :• ^;-••.••'•;'•.•;. ; ' nstaie e! prirnero truss y ate segurarnetite al arrkastre de -•.,... :...-.'. • . . : - -.;-.- • _ . atercl te :' •:;:•:'i:.x:> corto ,i_^ -e':c",r i Instsl ! . i " •: . • •; - • '•• a cuerda supers •'- •-:- - !"^e e^'i'Mit diagonal psra los pianos de K •' • •- •'::.•'.•--.'. sros cinco ti LISSK, fveaabajc;. 6! Jnstals t .•:.-•'•:• •:. atere e> pora : i .i/. .' i.., li :jii da inferior Repita este p-rocec -•••. •. ... • sdecui ol -^;''.--. r.i. -.j.^. todcs to? trusses. -.;".: A Refer to BCSI-B2 Summary Sheet - Truss Installation & Temporary Restraint/Bracing for more information. Vea el resumen bCSi-b2 - Instaiacion oe Irusses y Arnostre iemoora! pare mayor informacion. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES EL RESTRICCION/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. t- Trusses up to 20' -» Trusses hasta 20 pies ;- Trusses up to 30' -j> Trusses hasta 30 pies HOISTING OF SINGLE TRUSSES - LEVANTAMIENTO DE TRUSSES INDIVIDUALES Use special care in Utiiice cuidado windy weather or especial en dias near power lines ventosos o cerca de and airports. cables electricos o de aeropuertos. The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. El contratista dene la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra. Spreader bar for truss J Use propei fig- ging end hc^tsr.: squi: ns Use equipo aprop-ctk oara levants* e Sostenga cads truss er pos^don con equ<pc< de g:^ ! aste '; -• '•?• • '^.'.- cciQJ ^tc-f;. -r:rr. •• \ _• • cuerde superior este instaladc y ei truss esta c^ec'U's^". er> i'j-s soco Warning! Using a single pick-point at the peak1 can damage the truss. lAdvertenciai E( uso de un solo lugar para levantar en el pico puede hacer dano a! truss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Tagline [ If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSLGu!de_iB.fiOPc! ij^nolmy,. In^teii^j, Rci'/.;;' •< •:•. ' :.:: ?<•:• . of Metal Plate Connected Wood Trusses for more detailed information pertaining :o handling and jobsite storage of trusses. Si fos trusses estaran guerdados horizon- talmente, ponga bioqueando de 3l!ura suficiente detras de la ptla de los trusses. Para trusses guardados por mas de un« semana, cubra los paquetes para prevenir aumento de humedad pero permits venti- lacibn. vea el folieto 6CSLSi!iaie_BjJ£Qa_RHasa £0.n,Eiscaj-de..H£.taJ para informacion mas detallada sobre e' manejo y aimacenado de ios trusses en area de trabajo. . Approx. 1/2 .truss length TRUSSES UP TO 30 TRUSSES HASTA 30 Pil Tagline Spreader bar 1/2 to; ' " 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate above mid-height Spreader bar orslitlback Attach 10' o.c. max. Tagline -h Spreader bar 2/3 to3/4 truss length ' TRUSSES UP TO AND OVER 60' t SOBRE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Refer to BCSI-B2 Summary Sheet - Truss Installation & Temporary Restraint/Bracing more information Vea el resumen BCSI B2 - Restriccion/ Arriostre Temporal y Instalacion de los Trusses para mas informacion. Top Chord Temporary Lateral Restraint (TCTLR) 2x4 min. Brace first truss securely before erection of additional trusses. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Longitud de Tramo Up to 30' Hasta 30 pies 30' to 45' 30 a 45 pies 45' to 60' 45 a 60 pies 60' to 80'* 60 a 80 pies* Top Chord Temporary Lateral Restraint (TCTLR) Spacing Espaciamiento del Arriostre Temporal de la Cuerda Superior 10' o.c. max. 10 pies maximo 8' o.c. max. 8 pies maximo 6' o.c. max. 6 pies maximo 4' o.c. max. 4 pies maximo •Consult a Professional Engineer for trusses longer than 60'. 'Consulte a un ingeniero para trusses de mas de 60 pies. ^^ See KS1-&2 icr 1CT1R opt'or* '—' 7ea el SCS).-.82 pars tas opcioi.es de TC & Refer to BCSI-B3 Sum- JJ marv Sheet - Permanent Restraint/Bracing of Chords & Web Members for Gable End Frame restraint/bracing/ reinforcement information Para informacion sobre restriccion/arriostre/refuerzo para armazon de hastia! vea el resumen BCSI-B3 - Re- striccion/Arriostre Permanente de Cuerdas v Miembros Secundarios. Ground bracing not shown for clarity. 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS 75 Repeat diagonal braces for each set of 4 trusses. Repita ios arrisotres diagonafes para cada grupo de 4 trusses. LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE /'' DIAGONAL SON MUY IMPORTANTES! Web Members liagonal Bracing 10'-15' max. Same spacing as bottom chord Lateral Restraint 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. Bottom Chords Diagonal Braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. Diagonal Braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Diagonal Bracing 10'or 15'* . J^-—_ ', Repeat Diagonal Bracing reyery 15 truss spaces (30') Refer to BC5I-B7 1 Snrrimary Sheet ^Jpmporary & Per- manent Restraint/ Bracing for Parallel Chord Trusses for more information, Vea el resumen BKt_B7 - Restric- ann_y Arriostre Temporal y Pprmanente de Trnges de Cuerdas Paralelas para mas informacion. Apply Diagonal Brace to vertical webs at end of cantilever and at bearing locations. ~Xr-^All Lateral Restraints ~~ - lapped at least two trusses. *Top chord Temporary Lateral Restraint spacing shall be 10' o.c. max. for 3x2 chords and 15' o.c. for 4x2 chords. INSTALLING — INSTALACION uT" Iterances for Out-of-Plane. Tolerancias psra Fuera-de-Plano. Max. BownLength 7 'Max. Bow — Length - , Max. Bow 3 0 Tolerances fos Out-of-Piumb. Toierendas para Fuera-de-Piomada. D/50m WAUR Out of Plumb D/50 1/4" 1/2" 3/4" 1" 1-1/4" 1-1/2" 1-3/4" 2" D(ft.) r 2' 3' 4' 5' 6' 7' «' Out of Plane Max. Bow 3/4" 7/8" 1" 1-1/8" 1-1/4" 1-3/8" 1-1/2" 1-3/4" 2" Truss Length 12.5' 14.6' 16.7' 18.8' 20.8' 22.9' 25.0' 29.2' »33' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Do not proceed with construction until all lateral restraint and bracing is securely and properly in place. No proceda con !a construccion hasta que todas las restric- ciones iaterales y los arnostres esten colocados en forma apropiada y segura. Do not exceed maximum stack heights. Refer to BC5I-B4 Summary Sheet - Construction Loading for more information. No exceda las maximas aituras recomendadas. Vea el resumen BCSI-B4 Carga de Construction para mayor informacion. Maximum Stack Height for Material on Trusses Material Gypsum Board Plywood or OSB Asphalt Shingles Concrete Block Clay Tile Height 12" 16" 2 bundles 8" 3-4 tiles high ®Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales ® Never stack materials near a peak. Nunca amontone material cerca del pico. r/1 Place loads over as many trusses as possible. ^~^ Coioque las cargas sobre tantos trusses como see posible. r~yi Position loads over load bearing walls. *—^ Ccioque las cargas sobre las paredes soportanres, ALTERATIONS - ALTERACIONES y\ Refer to BCSI-B5 Summaiy Sheet - Truss Damage, Jobsite Modifications &. Installation Errors. Vea el resumen BCS1-B5 Danos de trusses, Modificaciones en la Obra v Errores de Instatacion. ( Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing, No corte, altere o perfore nmgun rruembro estructurai de los trusses, a menos que este especincamente permitido en el dibujo del diseno del truss Trusses that have been overloaded during construction or altered without the Truss Manufacturer's * prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se nan sobrecargado durante !a construcaori o han sido alterados sin una autorizacion previa de! Fabricante de Trusses, pueden reducir o eliminar !a garantfa del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the Contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the Contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilrties involved, be presented only as a GUIDE for use by a qualified Building Designer or Contractor. It is not intended that these recommendations be interpreted as superior to the Building Designer's design specification for handling, installing, restraining and bracing trusses and It does not preclude Hie use of other equivalent methods for restraining/bracing and providing stability for the walls, columns, floors, roofs and all the interrelated structural building components as determined by the Contractor. Thus, WTCA and TPI expressly disclaim any responsibifity for damages arising from the use, application, or reliance on the recommendations and information contained herein. HUUIK COMPOKNUMDU6300 Enterprise Lane • Madison, WI 53719 608/271-4849 • wvm.sbcindustry.com TRUSS PLATE INSTITUTE 218 N. Lee St., Ste. 312 « Alexandra, VA 22314 703/683-1010 • www.tpinst.org ! HOJA RESUMEN DE U GUIA DE BUENA PRACTICA PARA EL MANEJO, INSTALACION, RESTRICCION Y ARRIOSTRE DE LOS TRUSSES (2006 EDICKW IIMIHI ESCONDIDO ROOF TRUSS / BILL LUMBER SPECIFICATIONS TC: 2x4 DF fUBTR BC: 2x4 DF fUBTR WEBS: 2x4 DF 13 TC LATERAL SUPPORT <= BC LATERAL SUPPORT <= OVERHANGS:24.0" 12'OC. DON. 12"OC. UON. 24.01 Connector plate prefix designators: C,CN.C18,CN18 (or no prefix! - CoipuTrus, Inc H,M26HS,H18HS,M16 = MiTek MT series TRUSS SPAN 20'- 0.0' LOAD DURATION INCREASE - 1.25 SPACED 24.0' O.C. LOADINGLL( 19.0)+DL( 15.0) ON TOP CHORD = 34.0 PSFDi ON BOTTOM CHORD = 5.0 PSF TOTAL LOAD = 39.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IRC 2006 AND IBC 2006 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. CBC2007/IBC2006 MAX MEMBER FORCES 4WR/GDF/Cq=1.25 TCU 1- 2=2- 3=3- 4=4- 5- 5- 6= -15 -1507 -1295 •1295 •1507 52 000 0 2- 8=(0) 13258- 9-jO) 8699- 6-(0) 1325 3- 8=(-341 8- 4«( 04- 9- 09- 5= -341 26429429 26 6- 7=( -15 52 BEARINGLOCATIONS0'-20'-0.0' 0.0' MAX VERT REACTIONS •3/ •SI MAX LL DEFL =MAX TL DEFL -MAX MAX MAX LL DEFL * TL DEFL = LL DEFL =MAX TL DEFL = MAX MAX 916V916V •0.014' •0.024 •0.038' •0.079' -0.014' -0.024 HORIZ. HORIZ. MAX HORZREACTIONS-106/ •21 (L/1762)' (L/ 985 (L/6131) L/2949 (L/1762)' (L/ 985 LL DEFL TL DEFL 106H2H ) *eae ) f * 0 = 0 BRGSIZE33 •2'-•2' 13'- 13'-22'-22' .014 .029 .50' .50' 0.0• 0. 1.4 1.4 0.0- 0. • e• e REQUIRED BRG AREA SO. IN. (SPECIES)11 9" * * 0' 19 19 .47 DF.47 DF L/120 =1/90 = L/240 =L/180 = L/120 = L/90 = '- 8.5' '- 8.5' 0001 00 625)625) .200'.267'.971' .294' .200'.267' 10-00-00 10-00-00 5-03-14 4-08-02 4-08-02 5-03-14 Wind: 85 iph, h-=15ft. TCDL=9.0,BCDL=3.0, ASCE 7-05, Enclosed, Cat.2. Exp.C, MWFRS, interior zone, load duration factor-1.6 ^ IU«« CSI: TC:0.3u BC:D.30 W«b:0.13l 12 12 "^5.00 0-1.5x3.4 0-1.5x3.4 6-10-10 6-02-13 6-10-10 2-00-00 20-00-00 2-00-00 JOB NAME:Scale: 0.3426 Truss: A DES. BY: MJ DATE: 6/5/2009 SEQ.: 4297078 TRANS ID: 29642 1. Bunder wdaraclion contractor should be «dv»ed of all Ganartf Notesand Warnings bcfera oansBvctton oommencss. 2. 2«4 comprasslon wsb bracing must to InttdM whsra shown +. 3. All Msfil tores rasMing •Mmtnts such « Mnpamy md pwnvnsnt stability bracing must bs dxlgnsd by dsslgnsr o» complste structure. CompuTrus MSUTIMS no rMponsltaMtty for such bndng. 4. No bid should bsipntsd K> »y oampamnt unta iftsr •! bndng and taatanars are corapMs and at no ttna should any loxts gnMtsr than davign loads ba appliad to any component. 5. CompuTrus ha* no control owr and assumes no responsibility far the fabrication, handling, shipment and InstelaUon of components. 6. Thisdaelgn Is furnished subject to Ih. fcTrtaSon. set forth by TPWTCA In BCSI, copies of which w«l be furnished upon request. CompuTrus, Inc. Software 7.5.1F(1L)-E GENERAL NOTES, unless otherwise noted: 1. This truss design is adequate (or He design parameters shown. Reviewand approval la the responelbiHy of the buHding designer, not thetrues designer or trues engineer2. Design assumes the top and bottom chords to be laterally braced at2- O.C. end el 101 o.c. respectively unless braced throughout their length by continuous sheathing such ae plywood sheatMngrrC) andtor drywaU(BC).3. 2x Impact ortctfngw lateral bredng required where shown t +4. iMlallatlonofkiiMlet^raepDnsBa^ofB^nMpaclivecenlnKlor.5. Design assumes Inieaee are to be used In a non-corrosive environment,and era tor -dry condition- of use. 6. Design asaumesful bearing at all supports shown. Shim or wedge If 7. Design assumes adequate drainage Is provided.8. Plates shall be located on boti faces of trust, end placed so their centerlines coincide with joint teiHei lines.9. Digits Indicate sin of pWe In Inches.10. For basic connector pMe design values see ESR-2529 (CompuTrus)endferESR-1311, ESR-1MITjhiTek). I ii i inni ESCONDIDO ROOF TRUSS / BILL LUMBER SPECIFICATIONS •TC: 2X4 DF #1&BTB • BC: 2x4 DF «1UTR WEBS: 2x4 DF «3 TC LATERAL SUPPORT <= BC LATERAL SUPPORT <= 12'OC. UON. 12'OC. UON. C-1.5x3.4 or equal at non-structuralvertical leibers (uon). Connector plate prefix designators: C,CN,C18,CN18 (or no prefix} = CoipuTrus, Inc 1»,1120HS,1»18HS,1I18 * MiTeX IIT series TRUSS SPAN 20'- 0.0* LOAD DURATION INCREASE = 1.25SPACED 24.0' O.C. LOADING LL( 19.0)+DL( 15.0) ON TOP CHORD - 34.0 PSFDL ON BOTTOM CHORD = 5.0 PSF TOTAL LOAD = 39.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IRC 2006 AND IBC 2006 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOPAND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Wind: 85 iph, h=15ft. TCDL=9.0,BCDL=3.0, ASCE 7-05,Enclosed, Cat.2. Exp.C, MWFRS, interior zone, load duration factor=1.6 iMax CSI: TC:0.33 BC:0.01 Weh:0.12l 10-00-00 10-00-00 5-03-14 4-08-02 4-08-02 5-03-14 12 C-4X4.3 12 "^5.00 C-1.5X3.4 C-1.5X3.4 «H^ 14 C-2.5X4.3 Continuous bearing 0-2.5x4.3 6-10-10 6-02-13 6-10-10 2-00-00 20-00-00 2-00-00 JOB NAME:Scale: 0.3676 Truss: A-1 DES. BY: MJ DATE: 6/5/2009 SEQ.: 4297079 TRANS ID: 29642 WARNINGS: 1. BuMerand erection contractor should be advised of a« General Notes and Warnings bafore construction commences. 2. 2x4 compression web bracing must be installed where shown +. 3. All lateral force resisting elements such as temporary end permanent stability bracing must be designed by designer of complete structure. CompuTrus assumes no responsibility far such bracing. 4. No load should be applied to any component until after an bracing and fasteners are complete and at no Bme should any toads greater than 5. CompuTrus has Decontrol over and assumes no responsibility tor the 6. This design is furnished subject to Ke limitations sat forth by TPVWTCA in BCSI, copta of which will be furnished upon request. CompuTrus, Inc. Software 7.5.1F(1L)-Z GENERAL NOTES, unless otherwise noted: 1. This truss design is adequate far the design parameters shown. Review and approval is the responsibility of the buHdlng designer, not the truss designer or truss engineer.2. Design assumes the top and bottom chords to be laterally braced at I O.C. and at Vt o.c. respectively unless braced throughout their length bycontinuous sheathing such as plywood sheethlng(TC) and/or drywslllBC)3. 2« Impact bridging or lateral bracing required where shown + * 4. Installation of truss Is tie raspomibility of the respective contractor. 5. Design assumes trusses are to be used In a non-corrosive environment. and are for -dry condition" of use.6. Deelgn assumes full bearing at all supports shown. Shim or wedge if 7. Designs sdeouate a is provided.PtaM Shan be tocSedon both faces of truss, and placed so their center lines coincide with joint canter lines. 9. Digits Indicate size of plala in inches. 10. For basic connector plats design values see ESR-2529 (CompuTrus) andAorESR-1311, ESR-198g(MiTek). i IN Him ESCONDIDO ROOF TRUSS / BILL LUMBER SPECIFICATIONS •TC: 2x4 DF *UBTR • BC: 2x4 DF I14BTR WEBS: 2x4 DF #3 TC LATERAL SUPPORT <= BC LATERAL SUPPORT <= 12'OC. DON. 12'OC. UON. 0-1.5x3.4 or equal at non-structuralvertical iienbers (uon). Connector plate prefix designators:C,CN,C18,CN18 (or no prefix} = CoipuTrus,M,H20HS,M18HS,M16 = MiTek MT series Inc TRUSS SPAN 5'- 0.0' LOAD DURATION INCREASE = 1.25 SPACED 24.0' O.C. LOADING LL( 19.0)+DL( 15.0) ON TOP CHORD = 34.0 PSFDL ON BOTTOM CHORD - 5.0 PSF TOTAL LOAD - 39.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIALREQUIREMENTS OF IRC 2006 AND IBC 2006 NOT BEING MET. WHTOK CHORD CHECKED fOR 1WSF UVE LOW. TO? AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 5-00-00 Wind: 85 iph, h=15ft, TCDL=9.0,BCDL=3.0, ASCE 7-05,Enclosed, Cat.2. Exp.C, MWFRS,interior zone, load duration factor*!. 6 iMax CS1: TC:0.23 BCiO.OO Web:0.04l 12 5. C-1.5X3.4 Continuous bearing C-1.5X3.4 2-00-00 5-00-00 JOB NAME:Scale: 0.6842 Truss: B-1 DES. BY: MJ DATE: 6/5/2009 SEQ.: 4297080 TRANS ID: 29642 WARNINGS: 1. Builder arid ereotim contractor should be advised of aN General Notes and Warnings before construction commences. 2. 2x4 compression web bracing must be installed where shown +. 3. All lateral force resisting slements such as temporary and permanent stability bracing must be designed by designer at complete structure. CompuTrus assumes no responsibility tor such bracing. 4. No toad should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater than 5. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components 6. This design Is furnished subject to the Hrnttations set forth by TPI/WTCA In BCSI, copies of which will be furnished upon request. CompuTrus, Inc. Software 7.5.1T(1L)-Z GENERAL NOTES, unless otherwise noted: rameters shown. Review1. This truss design is adequate for the design parameters shown. Rand approval Is the responsibility of the bunding designer, not the truss designer or truss engineer. 2. Design assumes the lop and bottom chords 10 be laterally braced al Z o.c, and at W o.c. respectively unless braced throughout their length bycontinuous sheathing such as plywood sheathingfTC) mcVor drvwa»(BC).3. 2x Impact bridging or lateral bracing required where shown + *4. Installation of truss Is the responsibility of the respective contractor.5. Design assumes trusses ere lobe used In a norMorrosive environment, and are tor Mry condition- of use.6. Design assumes full bearing at all supports shown. Shim or wedge if 7. Design assumes adequate drainage Is provided.8. PMesshan be located on both hose oTtruss, and placed so their center lines coincide with Joint center Hnes.9. Dtoja Indicate size rfpHW to inches. 10. For basic connector Plata design values see ESR-2S29 (CompuTrus) andfcr ESR-1311, ESR-19eT(MrTek). Gompulrius. Inc. Manufacturing Engineering Computer Systems GABLE END (2) (2) FOR GABLE ENDS UNDER 6'-1" IN HEIGHT " MINIMUM GABLE STUD GRADE - 2x4 STUD GRADE DOUG-FIR CONDITION 2 GABLE END TRUSS MAY RESIST UP TO 180 PLF DRAG LOAD PROVIDED 1 STUCCO OR OTHER SHEAR RESISTING MATERIAL ADEQUATE TO RESIST 180 PLF IS ATTACHED TO ONE FACE. STUCCO MUST BE ATTACHED IN ACCORDANCE WITH IBC TABLE 2306.4.5. 2 GABLE END TRUSS IS ADEQUATELY AND CONTINUOUSLY CONNECTED TO SUPPORTING BEARING WALL. Design conforms to Iv'.ain Windforce-Resisting System also Components and Cladding criteria. Wind: 90 mph, h=30ft mar., ASCE 7-05, Enclosed, CaL2, Exp.C. gable end zone, toad duration faclor=1.6 C-2.5X4.3 2x4 BRACE AT 16'-O' o.c. OR AT CENTERLINE. ATTACH WTTH 16d NAILS SHOWN IN (). STRUCTURAL TRUSSES PLATE C-2.5x4 3 2x4 STUDS C-2.5x4.3 (Spl) IT. VARIES' BRACING FOR GABLE END CUTOUT FOR 4x2 OUTLOOKER • CENTER VERTICALS VARY AS REQUIRED BY VENT SIZE OR OUTLOOKER CUTOUT FOR 4x2 OUTLOOKER ,.,-O ^.<'e.x,x FILE NO: GABLE 90C (-6'-1") DATE: 07/23/08 REF: 25-15 DES: SC IBC 2006 / CBC 2007 SEQ: S151508 u if..ij 3,:; 1/11 /"'C /'OFF STUD -Mr1 1x4 ADD-ON. ATTACH WITH 8d NAILS AT 9" o.c. OVER STUD 4x2 OUTLOOKER DETAILS International Accreditation Service, Inc. CERTIFICATE OF ACCREDITATION This is to signify that WEST COAST LUMBER INSPECTION BUREAU 6980 SOUTH WEST VARNS STREET TIGARD, OREGON 97223 Inspection Agency AA-675 Type A (Third-Party) Body has demonstrated compliance with ISO/IEC Standard 17020, General criteria for the operation of various types of bodies performing inspection, and has been accredited, commencing July 2, 2008, to provide inspection services in the approved scope of accreditation. Patrick V. McCullen C. P. Ramani, P.E. Vice President President (see attached scope of accreditation for Jleld(s) of inspection, including type, range, methods or procedures) This accreditation certificate supersedes any 1AS accreditation certificate bearing an earlier date. The certificate becomes invalid upon suspension, cancellation, or revocation of accreditation. See the IAS Accreditation Listings on the web at www.iasonline.org for current accreditation information, or contact IAS directly at (562) 699-0541. Print Date: 07/29/2008 Page 1 of 2 International Accreditation Service, Inc. SCOPE OF ACCREDITATION West Coast Lumber Inspection Bureau AA-675 Type A (Third-Party) Body West Coast Lumber Inspection Bureau 6980 S.W. Yarns Street Tigard, OR 97223 Donald A DeVisser Technical Director (503)639-0651 FIELDS OF INSPECTIONS Wood trusses Structural glued Laminated beam (GLULAM) Manufacturing in fields specified above TYPE AND RANGE OF INSPECTIONS Metal plate connected Glued, Laminated wood beam Qualification and follow-up in-plant INSPECTION METHODS AND PROCEDURES ANSIHPI 1 ANSI/AITCA190.1 AITC200.AITC117 . ICC-ES Acceptance Criteria AC304 July 2, 2008 Commencement Date C. P. Ramani, P.E. President This accreditation certificate supersedes any IAS accreditation certificate bearing an earlier date. The certificate becomes invalid upon suspension, cancellation, or revocation of accreditation. See the IAS Accreditation Listings on the web at www.iasonline.org for current accreditation information, or contact IAS directly at (562) 699-0541. Print Date: 07/29/2008 Page 2 of 2 Check a License or Home Improvement Salesperson (HIS) Registration - Contractors Stat... Page 1 of 1 Department of Consumer Affairs Contractors State Li Contractor's License Detail - License # 746131 eBoard DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. ••» CSLB complaint disclosure is restricted by law (BSP1124 6). If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. ••» Per B&P ZQZ1J 7, only construction related civil judgments reported to the CSLB are disclosed. ••» Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. ••» Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number: Business Information: Entity: Issue Date: Expire Date: License Status: Classifications: Bonding: Workers' Compensation: 746131 _ Extract Date: JD5/21/2009 B M G CONSTRUCTION 1623 MARITIME DR CARLSBAD, CA 92011 Business Phone Number: (760) 500-1276 Sole Ownership 02/20/1998 02/28/2010 This license is current and active. All information below should be reviewed. DESCRIPTION 3ENER.ALBUIU:y.NG...CQNIRACIQR CONTRACTOR'S BOND This license filed Contractor's Bond number SC6061146 in the amount of $12,500 with the bonding company AMJRiCM..C.QNIRACTOEMNDEMNIIY ...COMPANY. Effective Date: 03/02/2009 This license is exempt from having workers compensation insurance; they certified that they have no employees at this time. Effective Date: 01/12/1998 Expire Date: None Personnel listed on this license (current or disassociated) are listed on other licenses. Condit|ons..M...Use | Privacy Policy Copyright © 2009 State of California https://www2.cslb.ca.gov/OnlineServices/CheckLicense/LicenseDetail.asp 05/21/2009 CB090849 1185 TAMARACKAV " SILVERMAN RES-ADD 400 SF WORK SHOP/STORAGE ROOM ENTER FROM EXTERIOR & 44C Approved Building Planning Engineering HazMat APCD Forms/Fees CFD Fire FOG HazMaVAPCD Health School Sewer Stormwater CcNnniciits Building Planning Engineering Fire .Date bfto(b<l .Need?. Application Complete? Fees Complete? By: By: