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HomeMy WebLinkAbout1430 FOREST AVE; ; CB091048; Permit.4. :. .1.:. City of Carlsbad .. 1635 Faraday Av Carlsbad, CA 92008 08-07-2009 - . Residential Permit Permit No: CB091048 Building Inspection Request Line (760) 602-2725 . Job Address: . 1430 FOREST AV CBAD - - . Permit Type: RESDNTL Sub Type: RAD . - Status: ISSUED Parcel No: 1560521100 Lot #: 0 Applied: 06/24/2009 Valuation: - $13338.00 Construction Type: VN Entered By: . RMA Occupancy Group: Reference #: ' Plan Approved: 08/07/2009 # Dwelling Units: 0 Structure Type: . Issued: 08/07/2009 Bedrooms: 0 . Bathrooms:. 0 - Inspect Area: . Project Title: KOPION GROUP LLC-ADD 494 SF Orig PC#: ' . . GARAGE - Plan Check #. * - Applicant - Owner JAMES CHIN 54 .- -. ;. STE114 . . -, : . .- -'- 2120 JIMMY DURANTE 92014 t. .• 858 755-5863 , '- ' .• ., . • Building Permit $154.21 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee - , $0.00 Plan Check ' - $100.24 Meter Fee ., •.. . $0.00 Add'I Plan Check Fee . .. $0.00 SDCWA Fee - . $0.00 Plan Check Discount $0.00 -CFD Payoff Fee . . $0.00 Strong Motion Fee . . $1.33 PFF (3105540) - $0.00 Park in Lieu Fee . $0.00 PFF (4305540) ,.- . . $0.00 Park Fee . ., . . $0.00 License Tax (3104193) • . $0.00 LFM Fee I $0.00 License Tax (4304193) $0.00 Bridge Fee . . . . $0.00. Traffic Impact Fee (3105541) ' •, . . $0.00. Other Bridge Fee '- . $0.00 Traffic Impact Fee (4305541) . $0.00 BTD #2 Fee .00 Sidewalk Fee . . $0.00. BTD #3 Fee .00 PLUMBING TOTAL . $0.00 Renewal Fee Add'I Renewal Fee 111W$0 .00 ELECTRICAL TOTAL $20.00 MECHANICAL TOTAL '$0.00 Other Building Fee .00 .00 Housing Impact Fee - •• ' . .$0.00 HMP Fee . . 0.00 Housing lnLieu Fee - . . . $0.00 Pot. Water Con. Fee $0,001 Housing Credit Fee . , $0.00 Meter Size . . . .. Master Drainage Fee -- . $0.00 Add'I Pot. WaterCon. Fee $0.00 , Sewer Fee $0.00 Red. Water Con. Fee . . $0.00 Additional Fees . ,. - . $0.00 Green Bldg Stands (5B1473) Fee s.... $1.00 TOTAL PERMIT. FEES . ' $276.78 . 5 ) . •. Total Fees: $276.78 Total Payments To Date: $276.78 Balance Dues ' $0.00 lnsPectorf lAL APVRO AL Clearance NOTICE: Please take NOT ,1E that approval of your project includes the "Imposition". of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any - fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. - . . . . . - . .4 , I - -• - . -.- , - . . -. - it of Carlsbad Plan Check No 1635 Faraday Ave., Carlsbad, CA 92008 j .. 760-602-2717/27.18/2719 '/ ' ': : Est. Value Fax 760-602-8558 Plan Ck Deposit Building Permit Application : '. •. Date JOB ADDRESS suITE#/sP.cE#/uN!T# APN/, - 11 CT/PROJO'T a - LOT 0 PHASE # It OF UNITS 0 BEDROOMS 0 BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE CCC. GROUP 1t ( DESCRIFTIO OFW K: IncludeS are Feet of Affe le Area(s) 414R sf 4pI Or 1Yu4i'üSE. . PROPOSED USE . .• •. J GA AGE)SF) PATIOS (SF). DECKS (SF) FIREPLACE .. AIR CONDITIONING IFIRESPRINKLERS YES 0• #_NO YES 0 NO YES 0 NO CONTAOTNAME (If Different Fom Applicant) . APPLICA3 NAME . ADDRESS., ADDRESS . .- . : ? vvvw- t CITY : . STATE ZIP CIT_ STATE ZIPt.j.oç PHONE FAX P ç ç3 FAX EMAL EMAIL,_;,c c PROPERTY OWNER NAME. S • CONTRACTOR BUS. NAME ADDP1ESS ADDRESS . •.CITY. . STATE ZIP PHONE FAX • PHONE FAX.6L3 .34d . . EMAIL EMAIL ARC CESIG?ERNAME&ADD SS STATELIC 0 .vTATELIC# CLASS CITY BUS LICe . c:-Is -r3-1 .5 : • . ISec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure ppior to its issuance, also requires the'appbcant for such permit to life a signed statement that he is Ecensed pursuant to the provisions of the Contractors County. Law (Chapter 9. commending with Section 1000 of Division 3 of the Business and frnessions Code} or Ihut he is exempt there from, and the basis for the alleged exemption. Any violation of Section i031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than live hundred dollars {$500}). . . . Workerr;' Compensation Declaration: I hereby affirm under penally of perjuiy one of the following declarations: I Iave and will maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 3700 of the Labdr Code, for the performance of the work for which this permit is issued. [1 I have and will maintain workers' compensatIon, as required by Section 3700 of the Labbr Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance o. __. Policy No. . Expiration Date This sectoi need not be completed if the permit is for one hundred dollars ($100) or less. . . . 13 Certuicate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dotlars (&100,000); in addition tO the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest and attorney's fees.,' £ COFt'RACTOR SIGNATURE DATE . . hereby efi,rm that! am exempt from Contractors License Law for the following reason: . . 'tl, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intendrid or offered for safe (Sec: 7044, Business and Professions Code: The Contractor's ILica,nae 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 sait. i, however, the building or improvemnt is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or impiove for the purpose of sale). . I, an 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 properly who buildsor improves Ihereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law):, Ji aw iniempt under Section - Business and Professions Code for this reason: 1 personally plan to provide the major labor and materials for construction of the proposed property improvement i'es 2.1 have not) signed an application for a building permit for the poposed work. . . . ••• . . .. - '. have contracted with the following person (firm) to provide the proposed construction (include name addres / phone contractors' license number): . • . ': 4. I plan toprrivide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address! phone/ contractors' license number): 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name! address! phone type of work) £PRTöW Ay'E Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presto y-Tanner Hazardous Substance Account Act? 0 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? 0 Yes • Cl No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes - 0 No . • . • . -- . ,. • IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY-NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. . . . • ' - • . Pt}( J'@ 7 S . • , - . - : : " • . '. • • ' I herebi tffirir that there is a construction lending agency for the performance of the work this permit is i s L' d i S c c 97(i) Civil Code). • ,,, . . -. Lender's Name • . : • S - - Lender's Address • : . - . -• . . - . '. • .. • ., -. S I ceetifythat I have mad the application and state that the above information iscon'ectand thatthe infosmation on the plans Is accurate. I agree to comply with all City ordinances and State laws retatingto buildinconstiuction. I hereby aut.odze representative 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 AGAlisr AL'. 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 50' de nd demolition or construction of structures over 3 stories in height - . . . ' . . S • • • EXPIRAT:)N: Every permit issued b Buif din at u r e provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days fom 1-e date of such itorit uilding thodzesuch permit issusendedorabandoned at any time after the work is commenced bra period 01180 days (Section 106.4.4 Unitorm Building Code): 00, APPLCANT'S SIGNAT . . . , • : : . DATE City of Carlsbad Bldg Inspection Request un For: 04/20/2010 Permit#CB091048 Inspector Assignment: PY. Title: KOPION GROUP LLC-ADD 494 SF Description GARAGE, UPGRADE SERVICE TO 200 AMPS I Type RESDNTL Sub Type RAD Phone 6198233408 Job Address: 1430 FOREST AV Suite Lot 0 Location Inspector APPLICANT JAMES CHIN Owner GILMER MALIA Remarks 10 - 12NOON PLEASE V. Total Time Requested By:.ERIC -Entered By: CHRISTINE CD Description Act Comments - 19 Final Structural fi 7 29 Final Plumbing 39 Final Electrical * • -' - : 49 Final Mechanical V-V Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act insp Comments 10/09/2009 33 Service change/upgrade AP PD TSPB - - - 10/08/2009 33 Service change/Upgrade PA PY NEED SDG E RELEASE 08/27/2909 18 Exterior Lath/Drywall AP PC . . 08/26/2009 17 interior Lath/Drywall AP PY 08/24/2009 14 Frame/Steei/BoltinglWeiding AP PY . 08/24/2009 34 Rough Electric AP PY - 08/24/2009 83 Roof Sheathing/Ext Shear AP PY * 08/10/2009 11 Ftg/Foundation/Piers AP PY - V ( V• V **V V 1 - City -of Carlsbad BUILDING DEPARTMENT 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-7541/ Fax: 760-602-8558 Plan Check Comments I 2007 Codes To c p From Steve Borossay Fax: , Pages: - Phone: 75 Date: Re: Address:Ave, .W Please make corrections referred to below and run TWO new prints. If red marks are on plans asa part of this Plan Check response please return red marked set Mth the new prints. + This is a BUILDING REVIEW ONLY. Comments or approval do not apply to any other City department review. For information on the status of approval from other departments please contact staff Th760-602-2717 I 2718 I 2719. CITY OF CARLSBAD STANDARD FORM TIER I STORM WATER POLLUTION, PREVENTION PLAN STORM WATER POLLUTION PREVENTION NOTES I. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE PROJKCT INRIRMATION pc'T SIlc Address) e. AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL Assessor's Parcel Number:' BMPS WHEN RAIN IS EMINENT. 03oo THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION Project ID . CONTROL DEVICES TO WORKING ORDER TO THE - Construction Pcrmit No.: SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN- OFF PRODUCING RAINFALL. Fsthnntcd Cimutrucilais Start l)arc THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL Project l)stralIois __Moiillis, EROSION CONTROL MEASURES AS MAY BE REQUIRED BY - THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN- Imcrgcucy Contact: CIRCUMSTANCES WHICH MAY ARISE. Nxissc:_ .4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN hour Phnc: _L____. 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. ' •• - ' - Perceived Thrc rm sl to Sto Water Quality 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4.,Medium Low - INCH MINIMUM AGGREGATE. .- . If medium box is checked, most attach a site plots - - 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND sheet showing proposed work area and location of PERIMETER PROTECTION BEST MANAGEMENT PRACTICE,- proposed structural lIMPs MEASURES MUST BE INSTALLED AND MAINTAINED ... . , SPECIAL NOTES - .. a For City Use Only -, CITY OF CARLSBAD •-•. ,. - -,,• STANDARD TIER I SWPPP _____________________ Approved By: - , ..; • Date: STORM WATER COMPLIANCE CERTIFICATE I My project is not In a category of permit types exempt from the Construction SWPPP requirements I 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). I My project does not requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) / 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 18 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 I 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 I CONSTRUCTION SWPPP THROUGHTOUT THE, DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. - ... • - -a •,.. - - -a - 5 - - S •• -a - - Tracking Non-Storm star Waste Management and Materials - -. Eros :ion ntrot - Sediment Control BMPs Pollution Control BMPs • Con BMPs Ma: - amp S • Best Management Practice (BMP)DescrIption3 . - - Ii1JIIIJ 1111 hiliti W5itUi!it CASQA Designation 9 - ó ° ó w w w çr w P w '9 in C C? C? W in in 0 w U) (I) (I) in U) U) (I) U) • W - ts - Z us Z en Z en Z Construction Activity g/SoUDinurtsanco Trenchtflg!E508Vatt0fl gIockplling orwing/Ooeing .-- Concrete/Asphalt Sawcutttng - - Concretoflatwork - - - - - - - - - Conduit/Pipe Installation --- - Siucco!Mo,lar Wells - - i( , -Waste Disposal - - " - Slsgingll-oyDownAxOa - EquipmentMatntonaflcoafldFUeling - • - - - - - Hazardous Substance Use/Storage - - - - - - - - - - - - - - Dewatering - - - I-- Sits Access Across Dirt - -. • - - Outer (list): - - Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed Construction. Add any other activity descriptions in the blank , activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descn-ibed, pick one or more best management . practices (BMPs) from the list located alon the top of the form. Their place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example -If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Consirucion Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row Until you get to the "Stabilized Construction Ingress/Egress" column and pisce an X in tire box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not an the list of BMPs, then write in Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the boa where "Stockpiling" row intersects the new "Cover with Plastic' column: To lean) more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. - - The reference also explains the California Stomrwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. - Pae2of_2. t ----• l••.-. - • - ' 4- - ) - ,. •'•' -..:: - 1 r PLANNING DEPARTMENT 1 1 BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB 09- 1048 Address 1430 Forest Av Planner Chris Sexton Phone (760) 602- 4624 APN 156-052-11 • Type of Project & Use: addition Net Project Density:1.0DU/AC - '- a Zoning: R-1 General Plan: RLM Facilities Management Zone: 1 .'• -V CFD (in/out) # 'Date of participation: Remaining net dev acres:_____ , (For non-residential development: Type of land, used created by this permit: • Circle One . .. •x C) C) C) . .. - - Vc .c . - I Legend: Item Complete. El Item Incomplete - Needs your action,, El El Environmental Review Required YES LI] NO El TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: El El Discretionary Action Required: YES El NO TYPE APPROVAL/RESO NO DATE PROJECT NO OTHER RELATED CASES Compliance with conditions or approval? If not,'state conditions which require action. -, Conditions of Approval El El Coastal Zone Assessment/Compliance , V •- V Project site located in Coastal Zone? YES El NO El A 'CA Coastal Commission Authority? YES 0 NO DC . . . •. If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 , . . .. • V Determine status (Coastal Permit Required or Exempt)- Habitat Management Plan . , • : Data Entry Completed? YES El NO El V If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and - assess fees in Permits Plus . V (A/P/Os, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type V ' impacted/taken, UPDATE!) V. , • El El . Inclusionary Housing Fee required: YES El NO El • V - - .• - (Effective date of Inclusidnary Housing Ordinance - May 21, 1993.) V '• .....- V .. : Data Entry Completed? YES El NO El . . -, (A/P/Os, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter.Fee, UPDATE') V. - . V - • V ..: • V V - V .- . V - • 2 1 V ' V •: - • ., -- , V H \ADMIN\Tempiate\Buiiding Piancheck Review Checklist doc . Rev 4/08 V - - fr V. • V - V V ', & ' 2 Site Plan: •- El El Provide a fully dimensional site plan drawn to scale Show North arrow, property lines easements, - Provide legal d'scription of property and assessor's parcel number. C. . I ,• . -• •_•:•• • existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topogaphical lines (including all side and rear yard slopes). Policy 44— Neighborhood Architectural Design Guidelines El El I Applicability YES El NO El Zoning: • El El El 2 Project complies YES El NOR t / F-1 F-1 I Setbacks Front Required 2Y Shown 80' Interior Side: Required 10' Shown 164" Street Side: - Required Shown Rear: Required Q Shown Top of slope Required Shown 2 'Accessory structure setbacks - El El Front Required Shown Interior Side: Required Shown . -• -'- •. - Street Side: Required Shown _____ •. - - Rear: Required Shown - Structure separation: Required - Shown _____ • - - El El 3 Lot Coverage Required >40% Shown -' I. . - . --- •- . ,• El El 4 Height Required ?Q.Shown 12 6 El El 5.' Parking Spaces Required 2 Shown 2 I Residential Guest Spaces Required Shown _____ • (breakdown by uses for commercial and industrial projects required) El El El Additional Comments TO ISSUE AND NTERED APPROVAL INTOCOMUT PATE H:ADMiN\TempIate\Buiiding Plancheck Review Checkiist.doc • - - • Rev 4/08 - p • 4 .,..- . . . . • - - - -. F . .4* • • - I • - r /9 NON-SNOW ROOF LOAD TABLES How to Use This Table Calculate total load (neglect beam weight) on the beam or header in pounds per linear foot (plf). Select appropriate Span (center-to-center of bearing). Scan horizontally to find the proper width and a depth which has a capacity that exceeds actual total load. Review bearing length requirements to ensure adequacy. Also see General Notes on page 33. 2.OE Parallam® PSI: Roof-Non-Snow Load Area 125% (PIF) - Span - 8' Condition Total load Deflection 1/240 Mm. End/mt. Bearing (in.) _______ 211/16° Width 3½" Width 91/4" 1,414 1,347 J9½° 1 iiW 1 117/8°1 140 1 16° 1180 1,459 1,790 1,914'4 2,254 2,254 1,450 * * * * * 9V4° 1,839I 1,753 ]9½0 1,899 1,886 ii2° 2,330 * o° 2,491 * T 2,933 j 933 2,933 2.8/7.0 2.9/7.3 3.6/8.9 3.8/9.5 i 4.5/11.3 i 4.5/11.3 4.5/11.3 2.8/7.0 2.9/7.3 3.7.9 3.8/9.5 4.5111.3 4.5/11.3 4?11.3 9-6° Total Load Deflection 1/240 Mm. End/mt. Bearing (in.) 1,049 1,103 1,453 1,550 1,895 1,895 1,895 1,365 1,436 1890 2,017 2,467 W W 835 900 1,439 * * * * 1,086 1,171 1,872 2.5/6.2 2.6/6.5 i 3.4/8.6 1 3.7/9.2 4.5/11.3 i 4.5/11.3 4.5/11.3 2.5/6.2 2.6/6.5 3.4/8.6 1 3.7/9.2 4.5/11.3 4.5/11.3 4.5/11.3 10 Total Load Deflection L1240 Mm. End/Int. Bearing (in.) 946 i 995 1,367 1,457 1 1,778 1,800 1,800 1,231 1,295 11 1,778 1,896 2,314 2,342 2,342• 722 1 779 1,249 1,450 1 * * * 940 1,013 1,626 1,886 * 2.4/5.9 1 2.5/6.2 3.4/8.5 3.6/9.1 4.4/11.1 4.5/11.3 4.5/11.3 2.4/5.9 1 2.5/6.2 3.4/8.5 1 3.6/9.1 4.4/11.1 4.5/11.3 4.5/11.3 - 12 Total Load . Deflection 1/240 Min End/lnt;Bearing(mn.) 564 609 949 1,052 1,425 1,497 1 1,497 734 793 1,235 1 11,369 1 1,854 1 1,949 1,949 429 463 750 874 1,381 * * 558 602 976 1,137 iT• -- 1.7/4.3 1.8/4.6 2.9/7.1 3.2/7.9 4.3/10.7 4.5/11.3 4.5/11.3 1.7/4.3 1 1.8/4.6 1 2.9/7.1 3.2/7.9 4.3/10.7 4.5/11.3 4.5/11.3 - 14 Total Load Deflection 1/240 Mm. End/Int. Bearing (in.) 358 387 635 742 1,053 1,281 1,281 466 504 1 826 gQ 1,370 1,667 1,667 274 1 296 483 564 900 * * 357 386 1 629 734 1,171 * 1.5/3.5 1 1.5/3.5 J 2.2/5.6 i 2.6/6.5 3.7/9.2 4.5/11.3 i 4.5/11.3 1.5/3.5 1 1.5/3.5 2.2/5.6 1 2.6/6.5 3.7/9.2 4.5/11.3 4.5/11.3 16-6" - TtalLoad o0eflection 1/240 Mm. End/Int. Bearing (in.) 218 1 236T3911459 741 973 11 1,085 r 284 1 308 509 1 597 965 1,266 1,412 169 183 300 * 351 565 825 1 220 1 238 391 735 74 * 1.5/3.5 1.5/3.5 1.6/4.1 1-914.8 1 3.1/7.7 4.0/10.1 1 4.5/11.3 1.5/3.5 1 1.5/3.5 1 1.6/4.1 .4.8 3.1/7.7 4.0/10.1 4.5/11.3 181-6° Total Load Deflection L1240 . Min. End/Int. Bearing (in.) 153 1 166 277 326 530 771 965 200 1 217 361 424 690 1,003 1,256 121 1.5/3.5 131 215 1 252 406 596 833 1.5/3.5 1.5/3.5 1.5/3.9 25/6.2 3.6/9.0 4.5/11.2 157 15/3.5 170 1.5/3.5 280 1.5/3.5 328 1.5/3.9 529 25/6.2 776 6/9.0 1,084 45/11.3 20 Total Load Deflection 1/240 Mink End/mt. Bearing (in.) 120 131 219 258 421 1 623 823 157 1 170 T 285 335 548 810 1,071 96 104 171 200 324 1 477 668 125 135 223 261 422 -1 869 1.5/3.5 1.5/3.5 1 1.5/3.5 1 1.5/3.5 2.1/5.4 1 32/7.9 4.2/10.4 1.5/3.5 1.5/3.5 1 1.5/3.5 1.5/3.5 2.1/5.4 79 4.2/10.4 22' Total Load Deflection 1/240 Min: End/lnt. Bearing (in.) 89 96 192 316 i 470 663 115 126 212 250 411 611 863 72 1.5/3.5 78 J 129 151 1.5/3.5 1.5/3.5 1.5/3.5 1.8/4.5 2.6/6.6 3.7/9.3 94 1.5/3.5 1 102 1 11.5/3.5 168 1.5/3.5 TT 1.5/3.5 320 1.8/4.5 472 2.6/6.6 662 - 241 Total Load Deflection L/240 Mm. End/mt. Bearing (in.) 67 73 124 146 242 1 362 95 161 191 315 471 668 56 L5/3.5 60 100 117 190 281 396 1.5/3.5 1.5/3.5 1 15/3.5 i 1.5/3.8 2.2/5.6 3.1/7.9 73 1.5/3.5 79 1.5/3.5 130 1.5/3.5 153 1.5/3.5 248 1.5/3.8 366 2.2/5.6 515 3.1/7.9 26' Total Load Deflection L/240 Min. End/lnt. Bearing (mn.) 51 1.5/3.5 55 96 113 189 284 404 : 223 314 . J. . 1.5/3.5 1.9/4.8 2.7/6.8 66 1 57 1.5/3.5 72 62 1.5/3.5 124 102 1.5/3.5 148 120 . 246 m 6 1.5/3.5 369 290 1.9/4.8 525 409 2.7/6.8 - 28' Total Load Deflection L/240 Mm. End/Int. Bearing (in.) 75 89 149 226 1 322 51 56 97 116 195 294 420 63---FT4-T 121 179 253 46 50 82 97 157 233 329 1.5/3.5 1 1.5/3.5 1 1.5/3.5 1.7/4.2 2.3/5.9 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.7/4.2 2.3/5.9 - 30' - Total Deflection 1/240 Min. End/Int. Bearing (in.) 59 71 120 182 261 77 92 156 236 51 60 98 146 207 67 79 128 190 269 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6 2.1/5.1 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6 2.1/5.1 32 - Total Load Min.End/Int. Bearing (in.) _L 61 74 T26 192 277 Deflection 1/240 I 55-T 65 ........... ....IP!.... ...157..... 223 I.........................................._........L._........_............_._. ._........ 1.5/3.5 1.5/3.5 1.8/4.5 * Indicates Total Load value controls. 32 Level Trus Joist® Beam, Header, and Column Specifier's Guide TJ-9000 November 2006 NON-SNOW ROOF LOAD TABLES General Notes . Table is basedon: - Uniform loads (beam weight considered) and the more restrictive of simple or continuous span. - Deflection criteria of L/180 total load. For stiffer deflection criteria, use L1240 values for total deflection. . Also see How to Use This Table on page 32 and General Assumptions on page 5. ; 2.OE Parallam® PSL: Roof-Non-Snow Load Area 125% (PLF) continued - Span Condition 5'4° Width 70 Width 91/2" 1 111/4" I 11/8" ] 14° 9V0 1P/80 { -- - 8' Total Load Deflection 1/240 Mm. End/lot. Bearing (in.) 2,759 2,630 1 2,848 3,494 1 3,737 I 4,400 4.400 4,400 2,830 * * * * * 3507 3,6793,798 4,660 3773 * 4,983 . 5,866 * 5,866 7 5,866 2.8/7.0 2.9/7.3 3.6/8.9 3.8/9.5 4.5/11.3 4.5/11.3 4.5/11.3 2.8/7.0 2.9/7.3 3.6/8.9 3.8/9.5 4.5/11.3 4.5/11.3 4.5/11.3 - 9-6" Total Load Deflection 1/240 Mm. End/lot. Bearing (in.) 2,048 2,154 2,836 3,025 1 3,700 3,700 3,700 2,731 1 2,872 3,781 1 4,034 4,934 1 4,934 4,934 1,630 1,757 2,808 * * 2,173 1 2,342 3,745 1 -;--.- 2.5/6.2 2.6/6.5 3.4/8.6 3.7/9.2] 4.5/11.3 4.5/11.3 4.5/11.3 2.5/6.2 1 2.6/6.5 1 3.4/8.6 1 3.7/9.2 4.5/11.3 4.5/11.3 4.5/11.3 10 Total Load Deflection 1/240 Mm. End/Int. Bearing (in.) 1,847 1,942 2,668 2,844 1 3,471 3,514 3,514 2,462 2,590 i 3,557 1 3,792 4,628 i 4,685 4,685 1,410 2.4/5.9 1,520 2,439 2,830 ji * * * 2.5/6.2 1 3.4/8.5 1 3.6/9.1 4.4/11.1 4.5/11.3 45/11.3 1,880 1 2.4/5.9 2,027 3,252 2.5/6.2 3.4/8.5 3,773 3.6/9.1 I * 4.4/11.1 * 4.5/11.3 4.5/11.3 - 12 Total Load Deflection 1/240 Mm. End/Int. Bearing (in.) 1,101 1 1,190 1 1,853 2,053 1 2,781 2,923 2,923 1,468 1,586 2,471 2,738 3,708 1 3,898 3,898 837 1 904 1,464 1,706] 2,696 * * 1,116 1,205 1 1,953 2,274 3,595 1 * 1.7/4.3 1.8/4.6 2.9/7.1 3.2/7.9 I 4.3/10.7 4.5/11.3 4.5/11.3 1.7/4.3 1.8/4.6 i 2.9/7.1 1 3.2/7.9 4.3/10.7 4.5/11.3 4.11.3 - 14' Total Load Deflection 1/240 Mm. End/mt. Bearing (in.) 699 756 1,240 1,449 2,055 2,501 1 2,501 932 1,008 1,653 1,933 2,741 3,335 3,335 535 579 943 1,102 1,757 772 1,258 1,469 2,342 * * 1.5/3.5 1.5/3.5 2.2/5.6 2.6/6.5 3.7/9.2 4.5/11.3 4.5/11.3 1.5/3.5 1.5/3.5 2.2/5.6 1 2.6/6.5 3.7/9.2 4.5/11.3 4.5/11.3 - 16-6" Total Load Deflection 1/240 Mm. End/mt. Bearing (in.) 426 462 764 896 1,447 1,899 2,118 569 616 1,019 1,195 1,930 2,532 2,824 331 358 587 686 I 1,103 1,611 ..._' _.4.L.. ...77_. 782 915 1,470 2,148 * 15/3.5 1.5/3.5 I 1.6/4.1 1.9/4. 1 3.1/7.7 4.0/10.1 4.5/11.3 1.5/3.5 1.5/3.5 1.6/4.1 ] 1.9/4.8 3.1/7.7 4.0/10.1 45/11.3 - 18-6° Total Load Deflection 1/240 Mm. End/lot. Bearing (in.) 300 325 542 637 1 1,035 i 1,505 1,884 400 434 723 849 1,381 2,007 2,512 236 256 420 492 794 1,164 1,626 315 ...341 1 560 ..... 656 1,058 1,553 2,168 1.5/3.5 1.5/3.5 ' 1.5/3.5 i 1.5/3.9 i 2.5/6.2 1 3.6/9.0 4.5/11.3 1.5/3.5 1 1.5/3.5 1.5/3.5 1.5/3.9 2.5/6.2 1 3.6/9.0 4.5/11.3 - 50. Total Load election 1/240 Min. End/lot. Bearing (in.) 235 1 255 1 427 1 503 8 1,216 1 1,607 314 340 570 671 1,096 1,621 2,143 188 1.5/3.5. 1 203 1 334 392 633' 931 1 1,304 1.5/3.5 I 1.5/3.5 1.5/3.5 1 2.5.4 1 3.2/7.9 4.2/10.4 250 1.5/3.5 1 271 446 _iL. 1 1.5/3.5 1 1.5/3.5 1.5/3.5 2.1/5.4 32/7.9 1,739 4.2/10.4 22' Total Load Deflection 1/240 Mm. End/Int. Bearing (in.) 173 189 i 318 375 617 917 1,295 231 1 252 i 425 501 823 1,223 1,727 141 1.5/3.5 153 i .....?L.. .J2.....i 480 708 994 1.5/3.5 1.5/3.5 1.5/3.5 1.8/4.5 2.6/6.6 1 3.7/9.3 189 1.5/3.5 204 337 1.5/3.5 1.5/3.5 395 1.5/3.5 640 1.8/4.5 944 2.6/6.6 1,325 3.7/9.3 - 24' Total Load Deflection 1/240 Min. End/mt. Bearing (in.) 130 142 242 286 473 707 1 1,002 174 190 323 382 631 942 1,336 109 1.5/3.5 118 195 229 372 550 773 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.8 i 2.2/5.6 3.1/7.9 146 1.5/3.5 1 I 158 260 1.5/3.5 1.5/3.5 306 1.5/3.5 496 1.5/3.8 733 2.2/5.6 1,031 3.17.9 - 26' Total Load Deflection 1/240 Min. End/mt. Bearing (in.) 100 109 187 222 369 i 554 i 788 133 1 145 249 _i9_6 _1__49_2 739 1 1,051 86 93 154 181 294 435 613 115 124 205 241 i 392 580 818 1.5/3.5 1.5/3.5 1.5/3.5 i 1.5/3.5 1.5/3.5 1.9/4.8 2J/6.8 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.9/4.8 2JI6.8 • 28' Total Load Deflection 1/240 Mm. End/lot. Bearing (in.) 77 84 146 174 1 292 441 630 102 112 195 232 390 588 .840 69 75 123 145 236 350 1 494 92 100 165 --- 467 --- 659 1.5/3.5 1.5/3.5 1.5/3.5 1 1.5/3.5 1 1.5/3.5 1.7/4.2 I 2.3/5.9 1.5/3.5 1 15/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.7/4.2 2.3/5.9 3r: TotaIL oad Deflection 1/240 ncd/hnt. Bearing (un.) 60 65 116 138 234 355 509 80 87 154 184 312 473 679 56 61 101 118 193 286 404 75 81 1 134 1 158 257 381 539 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6 i 2.1/5.1 1.5/3.5 1 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.6 2.1/5.1 32°. [ TOtalLead Detection 1/240 Ml.Edflnt. Bearing (in.) 51 92 111 189 289 I 416 62J 68 123 148 253 385 555 50 83 97 159 236 [334 62 j_67 111 130 212 W 1F - 1.5/3.5 1.5/3.5 I 1.5/3.5 1 1.5/3.5 1 1.5/3.5 1 1.8/4.5 1.5/3.5 1.5/3.5 1 1.5/3.5 1.5/3.5 T1,5/3.5 L5/3.5 1.8/4.5 * Indicates Total Load vaiue controls. iLevel Trus Joists Beam, Header, and Column Specifier's Guide TJ-9000 November 2006 - j1 IP W rZn - CB091048 1430 FORESTAV KOPION GROUP LLC-ADD 494 SF fAD .9709 4 a~~w 66 C,6,~ (o rc it /1 I . - -:----'-'- ------- I Approved 9ate - Building I____________ Planning /ø'7Zq71'9 Engineering 4" Fire F.O.G. HazMat - APCD Health Forms/Fees Sent Recd Due? CFD If Fire Y FOG Y HazMayAPCD ____________ YN Health y PFF Y N PE&M - YN School Sewer V N Ston-nwater Y V N Comments Date Date Date Building -. - - Planning - Engineering Fire Need?