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Home My WebLink AboutNAUTICAL ST, 2106City of Bremerton Department of Community Development PERMIT NUMBER: BB15 00850 DATE ISSUED: 01/19/2016 345 - 6th Street, Ste. 600, Bremerton WA 98337 SITE ADDRESS: 2106 SW NAUTICAL ST LOT 2 (360)473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 5596-000-002-0007 Name APPLICANT: FREESTONE BAYSIDE LLC OWNER: FREESTONE BAYSIDE LLC CONTRACTOR: FREESTONE INC LENDER: ZONING: R10 Phone Address Access Code 6820 20TH ST E STE A TTGPR-YDV7N FIFE, WA 98424 6820 20TH ST E STE A TTGPR-YDV7N FIFE, WA 98424 253-896-1300 6820 20TH ST E, SUITE A EY8JB-FBVQT FIFE, WA 98424 SUBMITTED: 12/21/2015 APPROVED: 01/19/2016 EXPIRATION: 07/17/2016 STATUS: ISSUED VALUATION: $228,940.10 Residential Building Permit w/ Mechanical/Plumbing NEW SFR - BASIC 1900A NEW SFR -BASIC 1900A Mechanical Fixture Fee $120.00 Building Code Edition: IRC:2012 I Building Permit $1,930.00 Plumbing Fixture Fee $130.00 Occupancy Group: R-3/LJ State Surcharge $4.50 Type of Construction: V -B State Energy Code $50.00 Flood Zone: 50% Plan Review Fee $628.00 Setbacks: ////: (F/L/RT/R/O) Sanitation Method: SEWER TOTAL FEES: $2,862.50 Number of Bedrooms: 3.00 Inspection Requests: FIRE: Fire Inspections (360) 473-5386 DCD: Building Inspections: (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 4154000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be bome directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide by the condi ' m 's permit including all conditions of zoning, building codes, and State and Federal laws. SIGNATURE OF OWNER OR AGENT: 1A Y PRINTED NAME: ll DATE: CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. Printed by : Wood, Tracey on: 01/19/2016 11:34 AM Page 1 of 5 City of Bremerton Department of Community Development 345 - 6th Street, Ste. 600, Bremerton WA 98337 (360)473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 5596-000-002-0007 Name APPLICANT: FREESTONE BAYSIDE LLC OWNER: FREESTONE BAYSIDE LLC CONTRACTOR: FREESTONE INC LENDER: SUBMITTED: 12/21/2015 ZONING: R10 Phone 253-896-1300 APPROVED: 01/19/2016 PERMIT NUMBER: BB15 00850 DATE ISSUED: 01/19/2016 SITE ADDRESS: 2106 SW NAUTICAL ST LOT 2 Address 6820 20TH ST E STE A FIFE, WA 98424 6820 20TH ST E STE A FIFE, WA 98424 6820 20TH ST E, SUITE A FIFE, WA 98424 EXPIRATION: 07/17/2016 Access Code TTGPR-YDV7N TTGPR-YDV7N EY8JB-FBVQT STATUS: ISSUED 1. (DCD-01) ASBESTOS AND LEAD-BASED PAINT: ASBESTOS: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos -containing materials in the work area or structure. The asbestos survey must be conducted by and EPA -certified (AHERA) building inspector (except renovation or owner -occupied single family residences).For more information, please contact Clean Air Agency through their web site at www.pscleanair.org or by phone at 800-552-3565 or 206-343-8800. The L&I web site can be found at www.Ini.wa.gov/TradesLicensing/LicetisingReq/Asbestos/default.asp. LEAD-BASED PAINT: A contractor or person receiving compensation who is performing renovation, repairs or painting on a residential building or a child -occupied facility built before 1978, must be trained and certified by an accredited training provider, and registered as a Renovator by the Washington State Department of Commerce- Lead -Based Paint Program. For further information please contact: The Department of Commerce website at: www.commerce.wa.gov/lead, or call: (360) 586 -LEAD (5323). CONTRACTOR: A contractor's registration issued by Washington State Dept. of Labor & Industries is required for anyone who contracts or submits bids for construction work, including new construction, alterations, repairs, or anyone who consults or superintends, improves, demolishes, develops residential property for sale, or "flips" houses. Contact L & I at (360)415- 4000 for information. 2. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a pemtit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. 3. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity. 4. (DCD-14) DCD: Approved Plans, Engineering, Site Plan, Pen -nit, and Conditions shall remain on site and be available for inspection. Any changes to plans shall be approved before construction is performed. Architect or engineer of record shall approve the change before submitting a revision. A revision is subject to a revision fee and additional fees for plan review and inspections. 5. (DCD-04) DCD: Plan Review Requirements: The attached plan review checklist and identified corrections, along with the Energy Compliance Worksheet (when applicable) are part of the approved plans and must remain attached thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. All proposed changes to "APPROVED" building plans that effect compliance with the City of Bremerton Building and Fire Code as adopted and amended in BMC Title 17 and Title 18, or any other City of Bremerton ordinance or regulation, must be reviewed and approved by the Department of Community Development prior to construction. Failure to comply and/or removal of attached documents will result in failure of required building inspections. /`tc /f -6 A(; AG Printed by: Wood, Tracey on: 01/19/2016 11:34 AM Page 2 of 5 City of Bremerton Department of Community Development 345 - 6th Street, Ste. 600, Bremerton WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 5596-000-002-0007 Name APPLICANT: FREESTONE BAYSIDE LLC OWNER: FREESTONE BAYSIDE LLC CONTRACTOR: FREESTONE INC LENDER: SUBMITTED: 12/21/2015 ZONING: R10 Phone 253-896-1300 APPROVED: 01/19/2016 PERMIT NUMBER: BB15 00850 DATE ISSUED: 01/19/2016 SITE ADDRESS: 2106 SW NAUTICAL ST LOT 2 Address 6820 20TH ST E STE A FIFE, WA 98424 6820 20TH ST E STE A FIFE, WA 98424 6820 20TH ST E, SUITE A FIFE, WA 98424 EXPIRATION: 07/17/2016 Access Code TTGPR-YDV7N TTGPR-YDV7N EY8JB-FBVQT STATUS: ISSUED 6. (DCD-FUEL COMBUSTION AIR: IRC Section M1701.1. Solid -fuel -burning appliances shall be provided with combustion air in Iff CG APPLIANCES) accordance with the appliance manufacturer's installation instructions. Oil -fired appliances shall be provided with combustion air in accordance with NFPA 3l. The requirements for combustion and dilation air for gas-fired appliances shall be in accordance with Chapter 24. Fireplaces shall comply with Section 1001. APPLIANCE LOCATIONS: IRC Section G2406.2. Fuel burning appliances shall not be installed in a sleeping room, bathroom, toilet room, or closet. Exception: direct vent appliances (see IRC Section G2406.2 for additional exceptions). PROTECTION OF APPLIANCES: IRC Section M 1307.3. Appliances located in a garage or carport or any other location subject to vehicle damage shall be protected by approved barriers. Appliances having an ignition source shall be elevated so that the source of ignition is at least 18" above the floor in garages and in any room that opens to the garage. Appliances designed to be fixed in position shall be fastened or anchored in an approved method. CARBON MONOXIDE ALARMS: IRC Section 315. An approved carbon monoxide alarm listed with UL 2034 shall be installed outside of each separate sleeping area in the immediate vicinity of the bedroom. In a building where a tenancy exists, the tenant shall maintain the CO alarm as specified by the manufacturer including replacement of the batteries. MANUFACTURER'S SPECS: IRC M1307.1. The manufacturer's operating and installation instructions shall remain attached to the appliance until final inspection 7. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re- inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. 8. (DCD-38) Shear Wall Inspection: Due to the complexity of the shear wall nailing patterns and hold-down requirements contained within the engineered lateral design, a separate shear wall inspection is required for this project. This inspection should be requested and performed prior to the installation of exterior wall coverings, prior to the framing inspection, such that all shear -wall nailing patterns may be observed, and the installation of all required hold-down devices and required straps, etc. are in place in accordance with the engineer's lateral design. 9. (DCD-19) Engineered Wood Floor Trusses & Truss Roof Systems shall have a site specific engineered design (Framing Plan) available at time of Under Floor and/or Framing Inspection. 10. (DCD-43) Under -floor Inspection: After the foundation is complete, and the floor system is framed, but prior to the installation of the sub -floor or floor sheathing, (exposed floor framing) the under -floor area must be inspected, including all floor framing, anchor bolts, hold-downs and under -floor posts and positive connection devices. 11. (DCD-60) One-hour fire -rated construction is required for the exterior walls that are located less than 10 feet from the property line measured to the finished wall. For walls located less than 5 feet from the property line, the fire rating shall be from both sides of the wall. For walls located Y or more from the property line the fire rating may be from the insde. 12. (DCD-52) DCD: Gas Piping: Fuel or gas piping shall be inspected after the installation of fuel/gas piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the time of inspection the test pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel/gas piping system shall not be used until the final inspection has been performed and approved by a Building Inspector. 13. (DCD-08) Plumbing work shall be performed by a Level 01 Journeyman Plumber licensed in the state of Washington. Residential plumbing work maybe performed by a Level 01 or :Level 02 Journeyman Plumber licensed in the state of Washington. Single family residential plumbing work may be performed by the owner. 14. (DCD-10) A separate electrical permit issued through Labor & Industries (L&I) is required for any new, modified, repair, replacement, service, maintenance, or temporary installations. Electrical work is inspected by L&I prior to cover and the framing Inspection. Contact L&I at 360-415-4000 or www.Ini.wa.gov. (RCW 19.28) 15. (DCD-CO DET. (NEW)) ;Carbon Monoxide Alarms. For new construction, an approved carbon monoxide alarm listed in compliance with UL 2034 shall be installed outside of each separate sleeping area in the immediate vicinity of the bedroom in dwelling units and on ;each level of the dwelling. In a building where a tenancy exists, the tenant shall maintain the CO alarm as specified by the ;manufacturer including replacement of the batteries. 16. (DCD-56) Combustion Air: In buildings of unusually tight construction, or within a garage, all fuel -burning appliances, other than :cooking appliances and domestic clothes dryers, shall obtain combustion air from outside in accordance with the International 'Mechanical Code, International Fuel Gas Code and/or the International Residential Code. KG Printed by: Wood, Tracey on: 01/19/2016 11:34 AM Page 3 of 5 City of Bremerton Department of Community Development PERMIT NUMBER: BB15 00850 DATE ISSUED: 01/19/2016 345 - 6th Street, Ste. 600, Bremerton WA 98337 SITE ADDRESS: 2106 SW NAUTICAL ST LOT 2 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 5596-000-002-0007 ZONING: RIO FOUNDATION - FOOT Name Phone Address Access Code Foundation Walls / Hold downs APPLICANT: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPR-YDV7N FRAMING - UNDERFLOOR Underfloor Framing Inspection/Anchor Bolts & Washers/Hold Downs FIFE, WA 98424 Shear Wall Panels/Braced Wall Panels OWNER: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPR-YDV7N PLUMBING - ROUGH Plumbing Rough -In FIFE, WA 98424 Gas Piping Pressure Test CONTRACTOR: FREESTONE INC 253-896-1300 6820 20TH ST E, SUITE A EY8JB-FBVQT L&I - Electrical Cover Inspection Before Framing (State of Washington) FIFE, WA 98424 Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) LENDER: Insulation - Wall FIRE RATED ASSEMBLY SUBMITTED: 12/21/2015 APPROVED: 01/19/2016 EXPIRATION: 07/17/2016 STATUS: ISSUED Sheetrock Nailing /�/ -L6 17. (DCD-060) Property lines shall be properly marked. Setbacks are measured to the fnished wall of the structure. [ 18. (Custom) Must comply with Title 20 of the Bremerton Municipal Code, including BMC 20.60 (R-10 development standards) and conditions of the Plat (Freestone at Bayside, Plat No. BP06-00099). Per R-10 standards, maximum height is 35 feet. Per plat [ conditions, setbacks are: Front setback - 20 feet; side setback - 5 feet, except 10 feet along side yards adjacent to street frontage; rear setback - 15 feet. 19. (LU9) All driveways and areas used for loading, parking, and maneuvering motorized vehicles shall have a paved surface. Two off- V street parking spaces are required for every residential unit pursuant to BMC 20.48. 20. (Custom) Pursuant to the mitigation agreement between Sinclair Ridge LLC and Bayside, LLC (Auditors file #200704240397), mitigation fee of $1,017.45 must be paid to the South Kitsap School District, and proof of payment must be submitted to the City of Bremerton before the building permit can be issued. 21. (Custom) Pursuant to the mitigation agreement with Kitsap County, payment of traffic mitigation fees in the amount of $1,059.00 shall be paid by the owner of each lot and proof of payment submitted to City of Bremerton prior to issuance of building permit. /, /- 22. (DCD-BASIC) This pen -nit is issued as a Basic plan that may be used on a site as a pre -reviewed residential plan in accordance with Policy r6 2008-01. This plan may be used to apply for a permit to construct a single family residence on a single lot multiple times during the 2012 IRC code cycle which ends June 30, 2016. �/� /' �(� 23. (DCD-CO DET. CARBON MONOXIDE ALARMS: IRC Section 315.1. An approved carbon monoxide alarm (UL 2034) shall be installed 1" (EXIST)) outside of each separate sleeping area in the immediate vicinity of the bedroom in dwelling units and on each level of the dwelling in accordance with the manufacturer's recommendations. In a building where a tenancy exists, the tenant shall maintain the CO alarm as specified by the manufacturer including replacement of the batteries. 24. (DCD-91) Call before you dig: Calling 811, two business days before you begin digging, will alert utilities to come out and mark THEIR buried lines from the street to your house For FREE! MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type.,To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. Inspection Description FOUNDATION - FOOT Foundation Footings, Property lines shall be properly identified FOUNDATION - WALL Foundation Walls / Hold downs PLUMBING GROUND Plumbing Groundwork FRAMING - UNDERFLOOR Underfloor Framing Inspection/Anchor Bolts & Washers/Hold Downs SHEAR WALL Shear Wall Panels/Braced Wall Panels MECHANICAL Mechanical Rough -In PLUMBING - ROUGH Plumbing Rough -In GAS.PIPING Gas Piping Pressure Test ELECTRICAL COVER L&I - Electrical Cover Inspection Before Framing (State of Washington) FRAMING Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) INSULATION - WALL Insulation - Wall FIRE RATED ASSEMBLY Fire Rated Assembly SHEETROCK Sheetrock Nailing Printed by : Wood, Tracey on: 01/19/2016 11:34 AM Page 4 of 5 City of Bremerton PERMIT NUMBER: BB15 00850 Department of Community Development DATE ISSUED: 01/19/2016 345 - 6th Street, Ste. 600, Bremerton WA 98337 SITE ADDRESS: 2106 SW NAUTICAL ST LOT 2 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 5596-000-002-0007 ZONING: RIO Name Phone Address Access Code APPLICANT: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPR-YDV7N Printed by : Wood, Tracey on: 01/19/2016 11:34 AM Page 5 of 5 FIFE, WA 98424 OWNER: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPR-YDV7N FIFE, WA 98424 CONTRACTOR: FREESTONE INC 253-896-1300 6820 20TH ST E, SUITE A EY8JB-FBVQT FIFE, WA 98424 LENDER: SUBMITTED: 12/21/2015 APPROVED: 01/19/2016 EXPIRATION: 07/17/2016 STATUS: ISSUED DRIVEWAY Paved Driveway & parking areas INSULATION - CEILING Insulation - Ceiling INSULATION - UNDERFL Insulation - Underfloor ENERGY - DUCT TESTIN Energy Code - Duct Testing - Provide signed affidavit to Bldg Dept ENERGY - AIR LEAK Energy Code - Air Leakage Test (Blower Door Test) ELECTRICAL FINAL L&I - Electrical Final Inspection PW&U - SEWER LATERAL PW - Sewer Lateral PW&U - UTILITIES PW - Final Inspection - Utilities PW&U - DWY APPROACH PW - Driveway approach final PW&U - FLDPLN FNAL PW - Floodplain Certificate Final PW&U - ROW OTHER PW - Right -of -Way Other FINAL - BUILDING Final Inspection - Building Printed by : Wood, Tracey on: 01/19/2016 11:34 AM Page 5 of 5 BUILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER Building [j Plumbing E] 2106 SW NAUTICAL ST LOT 2 NEW SFR - BASIC 1900A Mechanical El Alarm/Sprinkler El This Placard must be posted on or near building and the Permit &"Approved" plans must be at the site. Permit # BB15 00850 Call the following Agency Telephone Numbers for inspections: Building Department Inspections: (360) 473-5870 Water - Public Works: (360) 473-5927 PW - Public Works - Engineering_ (360) 473-5270 Kitsap Public Health: (360) 337-5235 Fire - Fire Department: (360) 473-5385 L&I - Dept. of Labor and Industry_ (360) 415-4000 - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. .Inspection APP DATE .. Notes. Foundation Footings, Property lines shall be properly identified �M� eA P [-v [ ('� �9 Foundation Walls / Hold downs =�d� Plumbing Groundwork PX Underfloor Framing Inspection/Anchor Bolts &� Washers/Hold Downs Shear Wall Panels/Braced Wall Panels Mechanical Rough -In �� I Plumbing Rough -In Gas Piping Pressure Test L&I - Electrical Cover Inspection Before Framing (State of Washington) �� Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) `fj Kew A1 Insulation - Wall 4 Fire Rated Assembly Sheetrock Nailing -. & 3 y Paved Driveway & parking areas Insulation - Ceiling Insulation - Underfloor Energy Code - Duct Testing - Provide signed affidavit to Bldg Dept Energy Code - Air Leakage Test (Blower Door Test) �.-- L&I - Electrical Final Inspection PW - Sewer Lateral 1h ^I V FINAL BUILDING: (360) 473-5870 All of the above must be approved. Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENT APPROVAL Page t of 2 B UILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER 2106 SW NAUTICAL ST LOT 2 NEW SFR - BASIC 1900A Inspection APP DATE_ Notes PW - Final Inspection - Utilities P al P)*-ft0'6-d-p151n CervITIcate Final - ay Other Final Inspection - Building VIA 11-1 1 FINAL BUILDING, (360) 473-5870 All of the above must be approved. Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENT APPROVAL Page 2 of 2 . ...... ..... igcp .....,.v ...__. _ SETBACKS Front: Side: Rear: _ The setback is measured from the prop ertxyte for wall a finished �V, c N.. 6 Up CD C-Ij E r tjj m C� o ® v �V, c N.. 6 Contractors name: Freestone Bayside, LLC 6820 20th St E. Suite A Fife, WA 98424 Ph: 253-896-1300 Contact: Malcolm Griffin 253-896-1300 This document reflects receipt of payment from the above contractor in the amount of $ 13,767.00 For payment of traffic impact fees on the following permits at $ 1,;059.00 per permit: Lot Permit Address 10 BB15 00867 2154 Nautical St. Bremerton 98367 19 BB15 00849 2147 Nautical St. Bremerton 98367 16 BB15 00865 2163 Nautical St. Bremerton 98367 7 BB15 00848 2126 Nautical St. Bremerton 98367 18 BB15 00855 2155 Nautical St. Bremerton 98367 6 BB15 00847 2122 Nautical St. Bremerton 98367 2 BB15 00850 2106 Nautical St. Bremerton 98367 3 BB15 00852 2110 Nautical St. Bremerton 98367 17 BB15 00851 2159 Nautical St. Bremerton 98367 23 BB15 00873 3729 Maritime Dr. Bremerton 98367 26 BB15 00862 3741 Maritime Dr. Bremerton 98367 22 BB15 00857 3725 Maritime Dr. Bremerton 98367 15 BB15 00853 2165 Nautical St. Bremerton 98367 Check Number: I �1 Parcel # 5596-000-010-0007 $1,059.00 5596-000-019-0008 $1,059.00 5596-000-016-0001 $1,059.00 5596-000-007-0002 $1,059.00 51596-000-018-0009 $1,059.00 5596-000-006-0003 $1,059.00 51596-000-002-0007 $1,059.00 5',596-000-003-0006 $1,059.00 5'596-000-017-0000 $1,059.00 5596-000-023-0002 $1,059.00 5596-000-026-0009 $1,059.00 5596-000-022-0003 $1,059.00 5596-000-015-0002 $1,059.00 Total : 513.767.00 South Kitsap School District Receipt for Impact Fees for Residential Building Permits Contractors name: Freestone DFF Bayside, LLC 6820 20" St E. Suite A Fife, WA 98424 Ph: 253-896-1300 Contact: Malcolm Griffin 253-896-1300 This document reflects receipt of payment from the above contralctor in the amount of $ 13,507.00 For payment of impact fees on the following permits at $1,039.00 per permit: Lot Permit Address Parcel # SDSD Signature 10 BB15 00867 2154 Nautical St. Bremerton 98367 5596-000-010-0007 $1,039.00 19 BB15 00849 2147 Nautical St. Bremerton 98367 5596-000-019=0008 $1,039.00 16 BB15 00865 2163 NauticalSt. Bremerton 98367 5596-000-016-0001 $1,039.00 7 BB15 00848 2126 Nautical St. Bremerton 98367 5596-000-007-0002 $1,039.00 18 BB15 00855 2155 Nautical St. Bremerton 98367 5596-000-018-0009 $1,039.00 6 BB15 00847' 2122 Nautical St. Bremerton 98367 5596-000-006-0003 $1,039.00 2 BB15 00850 2106 Nautical St. Bremerton 98367 5596-000-002-0007 $1,039.00 3 BB15 00852 2110 Nautical St. Bremerton 98367 5596-000-003-0006 $1,039.00 17 BB15 00851 2159 Nautical St. Bremerton 98367 5596-000-017-0000 $1,039.00 23 BB15 00873 3729 Maritime Dr. Bremerton 98367 5.596-000-023-0002 $1,039.00 26 BB15 00862 3741 Maritime Dr. Bremerton 98367 5596-000-026-0009 $1,039.00 22 BB15 00857 3725 Maritime Dr. Bremerton 98367 5596-000-022-0003 $1,039.00 15 BB15 00853 2165 Nautical St. Bremerton 98367 5596-000-015-0002 $1,039.00 Total : 513.507.00 After payment, the Contractor shall provide a copy of this receipt to the City of Bremerton Building Department. No new residential construction permits will be issued until proof of ,paid impact fees is received. Please note that this fee is payable by check, money order or cashier's check only. Questions regarding this fee can be directed to Leslie Foos, Director of Business Services at (360) 874-7015. For SKSD Accounting Purposes Only: Receipt # Date Check # SDSD Signature Contractor Signature g - 07-5 l -6&q4e,Pees F4(1uLneij Malcolm Griffin City of Bre -A 6?Di5 00g56 PERMIT CENTER RESIDENTIAL 19 0 U A Building Permit Application ,[' jt.� 00005 Department of Commur iw Development - 345 61h Street Suite 600 ' Bremerton ' WA - 98337-1873 (360) 473-5275 ' F (360) 473-5278 ` m�v.d.bremertun.wa.us 3licant ❑ r�Owner L Contractor Authorized Agent Site Address: d- i 06 Na -'.j fiw �f- (� �- To apply for a property address, contact Public Works at (360) 473-5270 1loVr4I KAl:FUR: r Stora✓ 'bkS',ij, irLL OWNER: Fret7,�tb^G CV Address: - d a -o �-o -�^ S t- E Address _101'r," S City, State, zip: V-t!n UAII City, State, Ziry F" .i -e 1%_)A`4 License # & Exp. Date: FREC-._ L11 U0 Z I04i it4 I Phone #: U Contact Name: a(�,61 Authorized Agent Name: Contact Phone #: lh3 - q - vv Address: Email address: c.alrn fret �1 (;OA ,,,;c ,(,)m ICit ,State, Zip: Tax ID/Parcel #: e3 5 0- oVu - O U a- - 000 Phone #: ) Sewer ❑ Septic jEmaY address: What is the application for? Please check New Construction_0 Alteration 0 Addition 1 NEW SINGLE-FAMILY RESIDENCE 0 RESIDENTIAL REBUILD "❑ NEW DUPLEX ❑ RESIDENTIAL ADDITION ❑ NEW MANUFACTURED HOME ❑ RESIDENTIAL REPAIR ❑ NEW GARAGE/CARPORT ❑ NEW ACCESSORY BUILDING ❑ DEMOLITION sf Interior sf Exterior— sf Foundation Wall— sf Roof/ Section— " Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. ❑ OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES ❑ NO Scope of work proposed:>?i S Square Footage: Building: 1st Floor Basement Garage: 1st Floor 354' 2nd Floor I U 7`! Other 2nd Floor Deck(s): ($ Valuation Plan Review Fee Permit Fee Surcharge Total Fees 6a� . a� Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 186 days on request by the app8icant, showing that circumstances beyond the control of the applicant have prevented' action from being taken. No applicant shall be extended more than once- In order to renew action on an application after expiration, the applicant shall resubmit plans and pay anew plan review fee. Applicant's Signature (Print) Date i Rev. Oct. 2008 I RESIDENTIAL SITE PLAN QUESTIO Site Address: a(D o A -J,7 2. Are any areas being developed on the site within 200 feet of the shoreline? D8esZ(!9015 NOTE: If yes, please fill out a Shoreline Permit Suibmittal Checklist (WAC 173-27-180) CRITICAL AREA CHECKLIST: 3. Slope is calculated by dividing the vertical distance by the horizontal distance and then multiplying the,result by 100. Example: Vertical Distance = 20' .4 Horizontal Distance= 100' Vertical 20 feet Horizontal 100 feet =,.2 X 100 = 20% slope City of Bremerton, DCD Check all that apply to the site and areas within 200 feet of the site. Flat: less than 5 -feet elevation change over entire site. Rolling: slopes on site generally less than 15%. Hilly: slopes present on site of more than 15% and less than 30%. Steep: grades of greater than 30% present on site. Other (please describe): 4. Does the site or properties within 200 feet of the site contain areas of standing water, creek or an area where water flows across the ground surface? Yes 5. Is there an apparent wetland present on the site or on properties within 200 feet of the site? Yes 06 RESIDENTIAL DEVELOPMENT WORKSHEET: 6. What is the amount of grading proposed (in cubic yards), not including foundation area? Fill amount Cut amount Total grading 0 NOTE: Grading over 50 cubic yards requires a separate permit. Will the grading material be imported or exported? Yes /60 7. Please provide the following information. The setbacks are measured from the finished exterior wall of a structure to the lot line, not from the foundation. Accurately represent your setbacks on site plan. DESCRIPTION PRO_PO_SED 9-0 Front yard setback Rear yard setback* is Side yard setback 5'6''' Side yard setback 3` V Maximum height `(0" Development coverage" Sq% Number of off-street _parking spaces (� I *Use this as the'second-front yard setback for corner lots and through lots. **Development Coverage is defined as that portion of a lot covered by impervious surface areas of all structures, and impervious paved areas, such as driveways and walkways. Residential Questionnaire Revision: October 2008 r 4� g k DEC 16 2015 D t. of Community Develo mer0345 — 0 Stmt Suite 600"'Bremerton* WA*98337-1873 ity of Bremerton, DCD Alechauical Plumbing =ypeFuel: PElectric Gas 0 Oil ❑ Propane ncy: Residenfiai O Commercial Site; Address: a106 Na, -J1( -a ( Sf. CONTRACTOR—C,.,—j,,,,, f 5:4. LLQ OWNER: Frtle3 av Address: q?o SS t- E Address: 6 y -.Lo 1.ot,-, Ci , State, Zi : F,'Fe . 61- q Ci State .License#: FKEEsI:'t G1IIZ _> Zi F, : P �k�, W�' gg't`1-`t Phone # )-S �00 Contact Phone #: 1 3 g9G -13oUTax ID/Parcel #: G. • `�� -oo� — O o � -ODo•`7 NO. TYPE OF EQUIPMENT l.`IO. TYPE OF FIXTURE AM DANDLING UNIT>IO,-TMOSPHERIC VACUUM BRKR I -S OOCFM A AIR HANDLING --T <) 0 US CFM A,I I MOSPHERIC VACUUM BRKR >5 BATH FAN AND/OR EXHAUST FAN BACKFLOW DEVICE <---2,,C LASS 1 HOOD &DUCT SYSTEM BACKFLOW DEVICE > 2" CLASS 2 HOOD & DUCT SYSTEM BUILDING SEWER I CLOTHES DRYER W/ EXHAUST CLOTHES WASHER COM7IERCM4L FURNACE/DUCT COMMERCIAL FLOOR DRAIN COMM M MMACE> t00,000 BTUS COMPRESSORS I D][SHWDRAIN COOK STOVE W/ EXHAUST DUCT CHANGE W/O NEW FURNACE DRINKI ELECTRIC FURNACE/IMAT PUMPFLOOR FU}C}R _ EVAPORATIVE COOLER _ _____ i FIREPLACE -GAS OR GA. S LOG INSERT GREASE FIREPLACE -WOOD OR WOODSTOVE HOSE B) I GAS WATER HEATER & VENT GAS PIPING INDUST LAWN S 1Rnr'm • .... ..__ _ __ ___ I ROOF DI NATURAL GAS MJRNAC& PROPANE FURNACFJDUC7 PROPANE TANK (<2040 GA JNIT HEATER ALTERATION W. SAND/OIL INTERCEPTOR {LER W/ 13ACKFI OW DEV, KIK W/ BACKFLOW DEVICE TCHEN, MOP OR BAR} - i urs .vvu/UK SHU WER UNIT WATER CLOSET AND/OR UR OTHER _ - OTHER• KE AMCAL FEES: PLUMBING FEES: i TOT'A.I, Fl✓IS: Aflnlf a n t'r 11..:o . li AL Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative All Climate Zones R -Value U -Factor Fenestration U -Factor n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGC n/a n/a Ceiling 49) 0.026 Wood Frame WalI9,K,1 21 int 0.056 Mass Wall R -Value' 21/21 rr 0.056 Floor 301 0.029 Below Grade Wall 10/15/21 int + TB 0.042 Slab R -Value & Depth 1 10, 2 ft n/a 'Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2 Date �7 Fa, DEC 2 1 2015 City of Bremerton, DCD Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: [11. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. F'�12. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. 03. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Dwelling unit other than one and two-family dwellings and' townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope 1 a 0.5 lb Efficient Building Envelope lb 1.0 �.,' is Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 FT 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5>,. < 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 M. 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 �::.:. 5b Efficient Water Heating 1.5 1 ... ... .: >. 1.5 6 Renewable Electric Energy 0.5 ' 1200 kwh `' 0.0 Total Credits 2.00 *Please refer.to Table R406.2 for complete option descriptions http://www.enerpy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.odf i Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int.= intermediate framing. a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R -15 -on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R -value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. The second R -value applies when more than half the insulation is on the interior of the mass wall. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as (specified in Section R402.1.3. Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Reouirements of the 2012 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U -factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the W SU Energy Extension Program at (360) 956-2042 for assistance. Proiect Information Contact Information Instructions .. Design Temperature Difference (OT) Bremerton AT= Indoor (70 degrees) - Outdoor Design Temp Area of Building 4 No selection Conditioned Floor Area Slab Below Grade fsee Figure n 18,674 Btu / Hour Instructions Conditioned Floor Area (sq ft) ,,190p Instructions Select conditioning Average Ceiling Height No selection Conditioned Volume Instructions Average Ceiling Height (ft) ,` ,$;4 16,036 Glazing and Doors U -Factor X Area — UA Instructions 0.30 X327 98.16 Insulation No selection AtticU-Factor X Area — UA Instructions R-49 �� 0.026 �' 1(774 27.92 Single Rafter or Joist Vaulted Ceilings U -Factor Area UA Instructions 3; Select R -Value �` ,;. • I No selection Www�, s .1..,. Above Grade Walls (see Figure f) 7,. ....._._ U -Factor Area UA Instructionsk1f R-21 . �,. 0.056 �2,175a,,•,'; 121.80 Floors U -Factor Instructions 0.029 Area UA 186° 34.39 Below Grade Walls (see Figure r)U-Factor 11,573 Btu/Hour Sum of UA X oT Area Instructions I Select R value 4 No selection Slab Below Grade fsee Figure n 18,674 Btu / Hour F -Factor Length Instructions Select conditioning \M No selection Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output - 28,758 Btu / Hour Slab on Grade (see Floure n .. F -Factor Len th Instructions seledR-value ,. No selection UA UA UA Location of Ducts Instructions Duct Leakage Coefficient Unconditioned 1.10 Sum of UA 282.28 Figure 1. "Abpve Grade. 41 Envelope Heat Load 11,573 Btu/Hour Sum of UA X oT Air 'Leakage Heat Load 7,101 Btu / Hour VolumeX O.6X6TX.016 Building Design Heat Load 18,674 Btu / Hour Air 'Leakage + Envelope Heat Loss Building and Duct Heat Load 20,542 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1,10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output - 28,758 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace - .. Building and Duct Heat Loss X 1.25 for Heat Pump " (07/01/13) I Glazing Schedule Project Information Freestone Plan Bayside 1900 Vertical Glazing (Windows and glazed doors) Plan Component Glazing Contact Information Freestone Companies 6820 20th St E Fife WA 98424 253-896-1300 rnalcolmg@freestonecompanies.com I R402.3.3 Exception (15 sq. ft. max.)0 Width Height Qt. Feet Inch Feet Inch Glazing Area UA 1 111 .1 1 �1 11 .11 11 .11 1 �1 1 1 1 • 11 11 /1 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 /III 11 11/ 11 111 11 111 1 1 Ili 1 I 1 11 Sum of Area and UA Area Weighted U = UA/Area i 327.21 98.16 0.30 FREESTONE 6820 20th Street Ead Suite A Fife, WA 96424 General Requirements At the time of final inspection, the automatic control time shall be set to operate the whole ho se fan according to the schedule used for the calculation. A label shall be affixed to the control that reads "Whole House Ventilation." (see operating instructions) 24-hour clock timer installed with capability of continuous operation, manual and automatic control, readily accessible. Installer shall provide the manufacturer's installation, operating instructions, and a whole house ventilation system operation description. Standard air leakage caulking shall be installed in the following locations (WSEC Table R402.4.1.1): a) Wiring / plumbing / duct register penetrations b) Rim joist / mud sill (heated lower floors) c) Light fixture / flue penetrations d) Around window and door frames Airflow between fresh air ports OR openable screened windows and whole -house fan ensured by undercut door (minimum 1/2"), or grilles. (IRC M1507.3) REFERENCE TABLES Table M1507.3.3(1) Continuous Whole House Ventilation C....•..... A;,41n Dn/n 0anuiramant4 (nfm1 Floor Area (ft=) 0-1 Number of Bedrooms 2-3 4-5 6-7 >7 <1500 75% 30 45 60 75 90 1501- 3000 45 60 X 75 90 105 3001- 4500 60 75 90 105 120 4501 - 6000 75 90 105 120 135 6001 -7500 90 105 120 135 150 >7500 105 120 135 150 165 Table M1507.3.3(2) Intermittent Whole House Mechanical Ventilation Factors Run -Time Percentage in Each 4 -Hour Segment 25°1033% Minimum Smooth 50°/0 66% 75% 100% Factor 4 3 1 2 1.5 J 1.3 1 1.0 Table M1507.3.6.2 :.... e�..__G. Cin n-+ Ci�inn Supply Fan Tested CFM at 0.40" w.g. Specified Volume Minimum Smooth Minimum Flexible Duct from Table M1507.3.3(1) Duct Diamgter Diam t r 50-90 cfm 4 inch 5 inch 90-150 cfm 5 inch 6 inch 150-250 cfm 6 inch _ 7 inch 250-400 Cfm 1 _ 7 inch 1_.._-.__......__$ inchi�--- i PRESCRIPTIVE HEATING SYSTEM SIZING All heating equipment must be sized using a recognized engineering practice. Typical sources include: • ASHRAE Handbook of Fundamentals. • ACCA Manual J, 81n Edition- Residential Load Calculation. • ACCA Manual N- Commercial Load Calculation. WSEC_www.energy wsu.edu/code EANN Heating and Air b o n di b o n i n g 4703-116 th Street E, Tacoma, WA 98446 253-537-0655 / 253-539-3861 Fax VENTILATION AIR REPORT To Whom It May Concern: 2-3 bed 1501-3000sf requires 60cfm minimum continuous operation per Table M1507.3.3(1), 2012 IRC Intermittent Whole House Ventilation Integrated with a Forced -Air System - M1507.3.3(2), 2012 IRC 4hr cycle: 3hr ON -I hr OFF 75% run time: 60cfm x 1.3 = outside air set at 78cfm Karen Kliemann Kliemann Brothers Heating 253-537-0655 r O:/WSEC Code DocsNenfilation Air Report Tan Size - 4-5 bed 1501-3000 - 75cfm Printed 8/19114 City of Bremerton,D NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if It is a -&--- DEC ..__._ WELLER CONSULTING PROJECT NO., 14.015 21925 8TH PL W bAT 06/08/15 BOTHELL, WA 98021 PREPARED.SY Mark Welter P.E.,, (425) 488 - 9868 _ (425) 486 - 6715 FAX DESIGN CRITERIA PER THE 2012 INTERNATIONAL BUILDING CODE EARTHQUAKE PER SECTION 1613 Design Per ASCE 7-10 Section 12.8 Equivalent Lateral Force Procedure Base Shear: V = Cs * W Cs = Seismic Response Coefficient W = Effective Seismic Weight ite / Project Specific Design Values: Ss = 1.55 per USGS Site Class D (Default) R = 6.5 from Table 12.2-1 Cs = 0.1590 per Section 12.8.1.1 S, = 0.54 per USGS Seismic Design Category D Risk,Category II from Table 1.5-1 Ie = 1.00 from Table 1.5-2 WIND DESIGN PER SECTION 1609 (Allowable Stress Design) . Design per ASCE 7-10 Section 28.6 esign Wind Pressure: Ps = X * Ie * KZT * PS30 where: % = Exposure Factor KZT = Topographic Factor Ie = Importance Factor PS30 = Base Design Pressure Site/Project Specific Values: Basic Wind Speed = 110 mph (V„i,) X = 1.00 Exposure "B” (<30') "Urban Clustered Area." KZT = 1.00 I� = 1.00 PS30 = see ASCE 7-10, Figure 28.6.1 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans WOOD DESIGN per Section 2301, Allowable Strength Design, AF & PA SDPWS 2008 & AF & PA NDS 2012 when applicable; per 2308 Conventional Light -Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8" 0 x 10", A307 or better, w/ 7" min. Embedment. V = 1.6 x 860 = 1376 # / bolt CONCRETE DESIGN per Chapter 19 & ACI 318-11 Concrete: fc, = 2500 psi Rebar: fy = 40,000 psi MISCELLANEOUS HARDWARE AItE.. ..... ... SIMPSON Strong -Tie Connectors or equal c SHEAR WALL SCHEDULE (SEE ANSI / AF & PA SDPWS-2008 Table 4.3A & Section 4.3.3) All shear walls to be sheathed from top plate to bottom plate. Block all panel edges. Nail spacing is for all panel edges. Space nails @ 12" o.c. along intermediate framing members. SW -6 v = 350 plf 7/16" OSB, w/ 8d (0.131" 0) common nails @ 6" o.c. Anchorage (interior walls only) to SINGLE joist or blkg below: 16d (box) @ 4" o.c. SW -3 v = 715 pif 7/16" OSB, w/ 8d (0.131" 0) common nails @ 3" o.c. Anchorage (interior walls only) to 4x (min.) BEAM or blkg below: 16d (box) @ 2" o.c. NOTE: use min 3" nominal studs @ adjoining panel edges SW -2 v = 950 plf 7/16" OSB, w/ 8d (0.131" 0) common nails @ 2" o.c. (staggered) Anchorage (interior walls only) to 4x (min.) BEAM or blkg below: 4" x 4%" SDS SCREWS @ 3"o.c. NOTE: use min 3" nominal studs @ adjoining panel edges The shear values above are based upon the use of 8d common nails with a full head, a shank diameter of 0.131", and a minimum penetration of 1.375". From Table 4.3A use 15/32; 8d values with a 0.93 reduction for Hem -Fir & 1.4 increase for wind. 16d a 16" O.C. SHEAR WALL EDGE NAILING RIM J015T LOCATE SHEATHING JOINT @ COMMON MEMBER SHEAR TRANSFER 0 EXTERIOR WALL DETAIL (+ 1 R V O O , ((D 00 O O O LO m 0 0 LO I` Ln 0 1` O 0 0 N O to to O O 00 co N N N r O � Z O N r- M t0 to �- r N N (Y) N U # # 11 w II it N II II II II co > II 11 (n 11 v- 11 v- w- v co � L- r as as as OLa oo as r• IIA La O O w 0 0 0 o O O 0 0 w # a d �Lo1 �C)1 ILIV ��`` F //ma�y' ��11 V ~ m V V N eN- M (L V V () LL LL !I' N w LL to LL U) LL U) LL Cl) LL Cl) LL Cf) LL U) LL U) N O LO 11 If 11 O N N O O M 0 N NLO ; O N M i - I1 IfOf o 0 0 LL >` S Q' O O O X O 0 C # �k y r r w r. 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W u O CIO `o t InC a co N W U) m M 00 O M V' Y x u O 1` (D M x Q 11 c`M 00 it U N >v 6 t` O �- 11 > Z ao0 a�LL 3 'D C W it LO I- N z U.) c o > LO L? x u O II N x tr Lu CC) z cc 0 11 U V co C 0 *k N O MM`` j~Lo O V > -E2 Z C ° O LIJm o —=Ln�- C o m w� m N (nJN CII do W O U U E (`U O t` -0 •0 (`U O J C C U) a o.M N T co m a-) co li W 1 — N M_'• Lo (O _ O1 SHEATH TRUSS, PER SWA L = 10', SEE DETAIL B (ELEV A) O2 ADD (5) BLOCKING PANELS, SEE DETAIL C (ELEV B) Q3 CS16 TO WALL BELOW ® CS16 TO HEADER BELOW �5 CS16 TO RIM BELOW NOTE: ALL EXTERIOR WALLS & GABLE ENDS TO BE SW -6 U.N.O.: UPPER FLOOR SHEAR WALLS 1s 0 �1 CONCRETE STEM WALL TO BE 3'-3" MIN. ABOVE GARAGE SLAB O A HTT 5 MAY BE USED IN LIEU OF AN STHD10RJ HOLDOWN, SEE DETAIL E O3 SSTB28 FOR HDQ8 ABOVE, SEE DETAIL F ® SSTB28 FOR HDQ8 ABOVE, SEE DETAIL G O 3" x 3" x 1/4" PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE SHEATHING NOTE! USE 5/8" ` O ANCHOR BOLTS -W/3" x-3" x*1/4" WASHERS Ca, 5'-0" O.C. U.N.O FOUT I t�'I�I N :P'LAN 'W C WELLER CONSULTING ENGINEERS, P.C. 21925 8TH PL W • BOTHELL, WA 98021 PH. (425) 488 - 9868 • FAX (425) 486 - 6715 DETAIL A TKU55E5 PEK PLAN 8d (0.131) 0 6" O.C. ROOF 5HEATHING VENTED 6LOCKING H1 0 24" O.C. ad (0.131) 0 6" O.C. ROOF 5HEATHING TKU55 PER PLAN 2 x 4 FKAMING ALL AROUND BETWEEN TRU55E5 Y/6' 0.5.6. NAILED W/ 8d (0.131) 0 6" O.C. (1) A35 16d 0 6" O.C. 5HEAK WALL TOP PLATE JOB NAME PLAN 1900 JOB NUMBER 14-015 PREPARED BY MW DATE 2 / 24 / 14 SHEET NO. L6 OF -L—LO DETAIL P 8d (0.131)0 6" Q.C. ROOF 5HEATHING SHEATH TKU55 PER 5W-4, PKOVIDE INTERMEDIATE FKAMING A5 KEQUIRED 8d (0.131) 0 4" Q.C. 8d (0.131) 0 4" O.C. 2 x _ A5 KEQUIRED 5HEAK WALL PER PLAN ` WELLER CONSULTING JOB NAME PLAN 1900 w c ENGINEERS, P.C. JOB NUMBER 14-015 PREPARED BY MW DATE 2 / 24 / 14 SHEET NO. X29 OF L -t0 21925 8TH PL W • BOTHELL, WA 98021 PH. (425) 488 - 9868 • FAX (425) 486 - 6715 'DETAIL1) WINDOW / DOOR FRAMING WINDOW / DOOR HEADER f KOVIDE (2) KOW5 OF 8d @ 2" O.C. 5HEAK WALL TO HEADER DETAIL E DETAIL F _HF#25TUD5 OLDOWN 3 15T W/ 50LID BLOCKING ATE F#2 iOLDOWN 5 L PLATE I 'WCWELLER CONSULTING ENGINEERS, P.C. 21925 8TH PL W • BOTHELL, WA 98021 PH. (425) 488 - 9868 • FAX (425) 486 - 6715 DETAIL G )F#2 HOLDOWN :8 15T W/ SOLID BLOCKING .ATE JOB NAME PLAN 1900 JOB NUMBER 14-015 PREPARED BY MW DATE 2 / 24 / 14 SHEET NO. OF Ll t DESIGN LOADS: ROOF DL = 15 PSF LL = 25 PSF ENGINEERED TRUSSES BY TRUSS MANUFACTURER NOTE: PROVIDE (2) 2X POST (a) ALL HIP MASTERS & GIRDER TRUSSES U.N.O HEADERS: 4 x 8 DF # 2 U.N.O. NOTE. PROVIDE (1) 2 X TRIMMER @ ALL HEADERS U.N.O RO.Q.F . FRA.1 ING PLAN (ELEV A) DESIGN LOADS: ROOF DL = 15 PSF LL = 25 PSF ENGINEERED TRUSSES BY TRUSS MANUFACTUREF NOTE. PROVIDE (2) 2X POST (tai ALL HIP MASTEF & GIRDER TRUSSES U.N.O HEADERS: 4 x 8 DF # 2 U.N.O. NOTE: PROVIDE (1) 2 X TRIMMER @ ALL HEADERS U.N.O COLUMNS: Cl: (3)2x6 HF#2 C -i c DESIGN LOADS: FLOOR DL = 10 PSF LL = 40 PSF JOISTS: 2x12 HF#2(vD_16"O.C. FJ1: 2x 12 HF#2@ 12" O.C. NOTE: PROVIDE LUS28 HANGERS (ab ALL FLUSH FRAMED ENDS HEADERS: 4 x 8 DF # 2 U.N.O. NOTE: PROVIDE (1) 2 X TRIMMER @ ALL HEADERS U.N.O H1: 3 1/8 x 12 GLB (24F -V4) H2: 4x10 DF#2 BEAMS: NOTE: PROVIDE (2) 2X POST @ ALL BEAMS U.N.O. B1: 4x8DF#2 132: 51/8 x 131/2 GLB (24F -V4) 63: (2)2x12 HF#2 64: 51/8 x 101/2 GLB (24F -V4) 65: 51/8 x 10 1/2 GLB (24F -V4) 136: 3 1/8 x 10 1/2 GLB (24F -V4) COLUMNS: C2: 4 x 4 P.T. W/ AC4 & AB44 C3: (3)2x4HF#2 C4: 6x6DF#2W/AC6 HANGERS: HGR1: HUCQ5.25/9 NOTE: PROVIDE (2) ROWS OF 1/4" x 4 1/2" SDS SCREWS @ 16" O.C. LEDGER TO RIM AT ALL TRUSS LEDGER CONNECTIONS NOTE: PROVIDE SOLID FRAMING IN JOIST SPACE TO FOUNDATION FOR ALL PT. LOADS ABOVE I DESIGN LOADS: FLOOR DL =10 PSF LL = 40 PSF JOISTS: 2x 10 HF # 2 A- 16" O.C. _NOTE: PROVIDE LUS28 HANGERS (a7 ALL FLUSH FRAMED ENDS BEAMS: 4 x 10 DF # 2 U.N.O. NOTE: PROVIDE 4 x 4 POST @ ALL BEAMS U.N.O. PROVIDE 4 x 6 POST @ ALL BEAM SPLICES U.N.O. 137: (2)2x10 HF#2 COLUMNS: C6: 4x6DF#2 NOTE: PROVIDE SOLID FRAMING IN JOIST SPACE TO FOUNDATION FOR ALL PT. LOADS ABOVE F] ID MAIN FLOOR FRAMING -PLAN BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 ROOF FRAMING GT1 (FOR REACTIONS ONLY) Date: 2/21/14 Selection 5-1/8x 19-112 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 1 1, Min Bearing Area R1= 11.2 int R2= 11.2 in' (1.5) DL Defl= 0.54 in Recom Camber= 0.81 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 25.0 ft Reaction 1 LL 4375 # Reaction 2 LL 4375 # Beam Wt per ft 24.28 # Reaction 1 TL 7304 # Reaction 2 TL 7304 # Bm Wt Included 607 # Maximum V 7304 # Max Moment 45647'# Max V (Reduced) 6354 # TL Max Defl L/240 TL Actual Defl L/278 LL Max Defl L / 360 LL Actual Defl L/557 Section (in') Shear (ins) TL Defl (in) LL DO 324.80 99.94 1.08 0.54 212.00 34.53 1.25 0.83 OK OK OK OK 65% 35% 86% 65% Uniform LL: 350 Uniform TL: 560 =A I Uniform Load A 0 R1 = 7304 R2 = 7304 SPAN = 25 FT Uniform and partial uniform loads are lbs per lineal ft. w Fb (psi) Fv(psi) E(psi x mil) Fc1(psi) Reference Values 2400 240 1.8 650 Adjusted Values 2584 276 1.8 650 Cv Volume 0.936 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 350 Uniform TL: 560 =A I Uniform Load A 0 R1 = 7304 R2 = 7304 SPAN = 25 FT Uniform and partial uniform loads are lbs per lineal ft. w BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 ROOF FRAMING GT2 (FOR REACTIONS ONLY) Date: 2/21/14 Selection 5-1/8x 12 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 6.6 int R2= 6.6 int (1.5) DL Defl= 0.29 in Recom Camber- 0.43 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 15.0 ft Reaction 1 LL 2625 # Reaction 2 LL 2625 # Beam Wt per ft 14.94 # Reaction 1 TL 4312 # Reaction 2 TL 4312 # Bm Wt Included 224 # Maximum V 4312# Max Moment 16170'# Max V (Reduced) 3737 # TL Max Defl L/240 TL Actual Defl L / 306 LL Max Defl L / 360 LL Actual Defl L/601 Section in' Shear in TL Defl in LL Defl 123.00 61.50 0.59 0.30 70.31 20.31 0.75 0.50 OK OK OK OK 57% 33% 78% 60% Uniform LL: 350 Uniform TL: 560 =A Uniform Load A 0 R1 = 4312 R2 = 4312 SPAN =15 FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv (psi) E (psi x mil) t -c! Reference Values 2400 240 1.8 650 Adjusted Values 2760 2_76 1.8 650 Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 350 Uniform TL: 560 =A Uniform Load A 0 R1 = 4312 R2 = 4312 SPAN =15 FT Uniform and partial uniform loads are lbs per lineal ft. i BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 ROOF FRAMING TYPICAL HEADER Date: 2/21/14 Selection 4x 8 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 2.5 int R2= 2.5 int (1.5) DL Deft= 0.04 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 5.5 ft Reaction 1 LL. 963 # Reaction 2 LL 963 # :Beam Wt per ft 6.17 # Reaction 1 TL 1557 # Reaction 2 TL 1557 # ,Bm Wt Included 34 # Maximum V 1557 # Max Moment 2141'# Max V (Reduced) 1215 # TL Max Defl L/240 TL Actual Defl, L / 847 .LL Max Defl L / 360 LI -Actual Deft L/>1000 Section in' Shear W TL Defl in LL Defl 30.66 25.38 0.08 0.04 19.09 8.80 0.28 0.18 OK OK OK OK 62% 35% 28% 22% Uniform LL: 350 Uniform TL: 560 =A Uniform Load A 0 R1 = 1557 R2 = 1557 SPAN =5.5FT Uniform and partial uniform loads are lbs per lineal ft. Fb(psi) t-v(psi) t (psi x mil) FC -L (psi) Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use - 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le; = 0.00 Ft Uniform LL: 350 Uniform TL: 560 =A Uniform Load A 0 R1 = 1557 R2 = 1557 SPAN =5.5FT Uniform and partial uniform loads are lbs per lineal ft. ' Y BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING_ TYPICAL JOIST Date: 2/21/14 Selection 2x 12 HF #2 @ 16 in oc Lu = 0.0 Ft Conditions NDS 2012, Repetitive Use Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min Bearing Area R1= 0.9 int R2= 0.9 int (1.5) DL Defl= 0.03 in Beam Span 11.0 ft Reaction 1 LL 293 # Reaction 2 LL 293 # Beam Wt per ft 0 # Reaction 1 TL' 367 # Reaction 2 TL 367 # Bm Wt Included 0 # Maximum V ; 367 # Max Moment 1008'# Max V (Reduced) 304 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in 3) Shear (int) TL Defl (in) LL Uetl 31.64 16.88 0.10 0.08 12.38 3.04 0.55 0.37 OK OK OK OK 39% 18% 19% 21% Uniform LL: 53 Uniform TL: 67 =A Uniform Load A 0 R1 = 367 R2 = 367 SPAN = 11 FT Uniform and partial uniform loads are lbs per lineal ft. i i I -b (psq r -v (psi) i t (psi x mu) rc! Reference Values 850 150 1.3 405 Adjusted Values 978 150 1.3 405 CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le! = 0.00 Ft Uniform LL: 53 Uniform TL: 67 =A Uniform Load A 0 R1 = 367 R2 = 367 SPAN = 11 FT Uniform and partial uniform loads are lbs per lineal ft. i i BeamChek v2012 licensed to: Welter Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING F,11 Date: 2/21/14 Selection 2x 12 HF #2 @ 12 in oc Lu = 0.0 Ft Conditions NDS 2012, Repetitive Use Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min Bearing Area R1= 1.1 in` KZ= 1.1 inA (1.0) UL Uen= u.14 in Beam Span 17.75 ft Reaction 1 LL 355 # Reaction 2 LL 355 # Beam Wt per ft 0 # Reaction 1 TL; 444 # Reaction 2 TL 444 # Bm Wt Included 0 # Maximum V , 444 # Max Moment 1969'# Max V (Reduced) 397 # TL Max Defl L/240 TLActual Defl' L/402 LL Max Defl L/360 LL Actual Defl� L / 553 Section in' Shear (int) TL Defl (in) LL Detl 31.64 16.88 0.53 0.39 24.17 3.97 0.89 0.59 OK OK OK OK 76% 24% 60% 65% Uniform LL: 40 Uniform Load A Uniform TL: 50 =A d R1 = 444 R2 = 444 SPAN = 17.75 FT Uniform and partial uniform loads are lbs per lineal ft. C� Fb (psi) Fv (psi) E (psi x mil) t -c (psi) Reference Values 850 150 1.3 405 Adjusted Values 978 150 1.3 405 CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le, = 0.00 Ft Uniform LL: 40 Uniform Load A Uniform TL: 50 =A d R1 = 444 R2 = 444 SPAN = 17.75 FT Uniform and partial uniform loads are lbs per lineal ft. C� Values Adiustments Fb (psi) Fv (psi) E (psi x mil) Fc -L (psi) BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 180 1.6 UPPER FLOOR FRAMING TYPICAL HEADER 1170 180 Date: 2/21/14 Selection 4x 8 DF -L #2 1.300 Lu = 0.0 Ft Conditions NDS 2012 1.00 1.00 Min Bearing Area R1= 5.3 int R2= 3.1 int �(1.5) DL Defl= <0.01 in. Data Beam Span 2.5 ft Reaction 1 LL 2399# Reaction 2 LL 1307 # Beam Wt per ft 6.17 # Reaction 1 TL 3318 # Reaction 2 TL 1919 # 1.00 Bm Wt Included 15 # Maximum V 3318 # Le' = 0.00 Ft Max Moment 2294'# Max V (Reduced) 2898 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Attributes Section in' Shear (int) TL Defl (in LL Defl Actual 30.66 25.38 0.01 <0.01 Critical 23.52 24.15 0.13 0.08 Status OK OK OK OK Ratio 77% 95% 12% 11% Values Adiustments Loads Uniform LL: 40 Uniform TL: 50 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2730 B = 3497 0.75 350 H = 560 0 2.5 1 = 80 0 2.5 Pt loads: ( M3 0 � 0 R1 = 3318 R2 = 1919 SPAN =2.5FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv (psi) E (psi x mil) Fc -L (psi) Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 :CI Stability 1.0000 Rb = 0.00 Le' = 0.00 Ft Loads Uniform LL: 40 Uniform TL: 50 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2730 B = 3497 0.75 350 H = 560 0 2.5 1 = 80 0 2.5 Pt loads: ( M3 0 � 0 R1 = 3318 R2 = 1919 SPAN =2.5FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 Licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING H1 Date: 2/21/14 Selection 3-1/8x 12 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 3.4 int R2= 3.2 int (1.5) DL Defl= 0.35 in Recom Camber- 0.53 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 15.0 ft Reaction 1 LL 975 # Reaction 2 LL 975 # Beam Wt per ft 9.11 # Reaction 1 TL 2193 # Reaction 2 TL 2093 # Bm Wt Included 137 # Maximum V 2193 # Max Moment 8142'# Max V (Reduced) 1924 # TL Max Defl L/240 TL Actual Defl L/333 LL Max Defl L/360 LL Actual Defl L/965 Section (in 3) Shear (ins} TL Defl (in) LL Defl 75.00 37.50 0.54 0.19 35.40 10.46 0.75 0.50 OK OK OK OK 47% 28% 72% 37% Loads Uniform LL: 80 Uniform TL: 100 =A Point TL Distance Par Unif LL Par Unif TL Start End B = 250 4.5 50 H = 80 0 15.0 1 = 80 0 15.0 I H Uniform Load A Pt loads: 0 R1 =2193 R2 =2093 SPAN = 15 FT Uniform and partial uniform loads are lbs per lineal ft. Fb(psi) Fv (psi) E (psi x mil) Fc! (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 80 Uniform TL: 100 =A Point TL Distance Par Unif LL Par Unif TL Start End B = 250 4.5 50 H = 80 0 15.0 1 = 80 0 15.0 I H Uniform Load A Pt loads: 0 R1 =2193 R2 =2093 SPAN = 15 FT Uniform and partial uniform loads are lbs per lineal ft. V�2 BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING H2 Date: 2/21/14 Selection 4x 10 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 4.7 in' R2= 4.7 in' (1.5) DL Defl= 0.06 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span Section 6.5 ft Reaction 1 LL 1723 # Reaction 2 LL 1723 # Beam Wt per ft 7.87 # Reaction 1 TL 2951 # Reaction 2 TL 2951 # Bm Wt Included 51 # Maximum V 2951 # Max Moment 4795'# Max V (Reduced) 2251 # TL Max Defl L/240 TL Actual Defl L/623 LL Max Defl L/360 LL Actual Defl' />1000 L/>1000 - Section in' Shear (in') TL Defl (in) LL Defl 49.91 32.38 0.13 0.06 46.33 16.31 0.33 0.22 OK OK OK OK 93% 50% 39% 28% Loads Uniform LL: 80 Unitorm I L: 1uu =A Par Unif LL Par Unif TL Start End 450 H = 720 0 6.5 1= 80 0 6.5 R1 = 2951 R2 = 2951 SPAN =6.5FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv (psi) E (psi x mil) Fc -L Reference Values 900 180 1.6 625 Adjusted Values 1242 207 1.6 625 CF Size Factor 1.200 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 80 Unitorm I L: 1uu =A Par Unif LL Par Unif TL Start End 450 H = 720 0 6.5 1= 80 0 6.5 R1 = 2951 R2 = 2951 SPAN =6.5FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-55779 PLAN 1900 UPPER FLOOR FRAMING 61 Date: 2/21/14 Selection 4x 8 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Min RParinn Area R1= 1 0 inz R2= 1 n inz ti m nl Defl= 0.02 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 6.0 ft Reaction 1 LL 375 # Reaction 2 LL 375 # Beam Wt per ft 6.17 # Reaction 1 TI_ 618 # Reaction 2 TL 618 # Bm Wt Included 37 # Maximum V 618 # Max Moment 928'# Max V (Reduced) 494 # TL Max Defl L / 240 TL Actual Deft L / >1000 LL Max 'Defl L / 360 LL -Actual Defi L / >1000 Section in' Shear (int TL Defl in LL Defl 30.66 25.38 0.04 0.02 8.27 3.58 0.30 0.20 OK OK OK OK 27% 14% 13% 10% Uniform LL: 125 Uniform TL: 200 =A Uniform Load A 0 R1 618 R2=618 SPAN =6FT Uniform and partial uniform loads are lbs per lineal ft. VI3 Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 125 Uniform TL: 200 =A Uniform Load A 0 R1 618 R2=618 SPAN =6FT Uniform and partial uniform loads are lbs per lineal ft. VI3 0 BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING B2 Date: 2/21/14 Selection 5-1/8x 13-1/2 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Min bearing Area K1= /.4 in- KL= l.3 in- ( 1-1 vL iJGn- v.4U M nccvIu v.av III Beam Span 18.0 ft Reaction 1 LL, 3600 # Reaction 2 LL 3600 # Beam Wt per ft 16.81 # Reaction 1 TL 4818 # Reaction 2 TL 4735 # Bm Wt Included 303 # Maximum V 4818 #- Max Moment 21688 W Max V (Reduced) 4237 # TL Max Defl L/240 TLActual Defl L/287 ,LL Max Defl L / 360 LL Actual Defl L/433 Section in' Shear int TL Defi in) LL Detl 155.67 69.19 0.75 0.50 108.44 26.48 0.90 0.60 OK OK OK OK 70% 38% 84% 83% Loads Uniform LL: 400 Unitorm I L: 500 =A Point TL Distance B = 250 6.0 Uniform Load A Pt loads:. R1 =4818 R2 =4735 SPAN = 18 FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fro (psi) t (psi x mil) r -c (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 .Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A �Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 400 Unitorm I L: 500 =A Point TL Distance B = 250 6.0 Uniform Load A Pt loads:. R1 =4818 R2 =4735 SPAN = 18 FT Uniform and partial uniform loads are lbs per lineal ft. I BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 523465779 PLAN 1900 UPPER ,FLOOR FRAMING B3 Date: 2/21/14 Selection (2) 2x 12 HF #2 Lu = 0.0 Ft Conditions jNDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Loads min bearing Area K1= 5.V in KL= O.0 In- ( 1.0) UL veli= u.uz In Beam Span 7.0 ft Reaction 1 L(_ 1610 # Reaction 2 LL 1610 # Beam Wt per ft 8.2 # Reaction 1 TL 2041 # Reaction 2 TL 2041 # Bm Wt Included 57 # Maximum V 2041 # Max Moment 3572'# Max V (Reduced) 1494 # TL Max Defl 1-1240 TL Actual DO L/>1000 LL Max 4Defl L / 360 LL Actual DO L/>1000 Section in' Shear in TL Defl (in)' LL Defl 63.28 33.75 0.08 0.05 50.43 14.94 0.35 0.23 OK OK OK OK 80% 44% 21% 23% Uniform LL: 460 Uniform TL: 575 =A Uniform Load A R1 = 2041 R2 = 2041 SPAN =7FT Uniform and partial uniform loads are lbs per lineal ft. Vis Fb (psi) Fv (psi) t(psi x mil) Fc! psi Reference Values 850 150 1.3 405 Adjusted Values 850 150 1.3 405 CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 460 Uniform TL: 575 =A Uniform Load A R1 = 2041 R2 = 2041 SPAN =7FT Uniform and partial uniform loads are lbs per lineal ft. Vis BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING B4 Date: 2/21/14 Selection 5-1/8x 10-1/2 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 6.6 int R2= 6.6 int (1.5) DL Defl= 0.12 in Recom Camber- 0.18 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 12.0 ft Reaction 1 LL 3360 # Reaction 2 LL 3360 # Beam Wt per ft 13.08 # Reaction 1 TL 4278 # Reaction 2 TL 4278 # Bm Wt Included 157 # Maximum V 4278 # Max Moment 12835# Max V (Reduced) 3655 # TL Max Defl L / 240 TL Actual Defl L / 348 LL Max Defl L / 360 LL Actual Defl L / 491 Section (in') Shear (in') TL Defl (in) LL Detl 94.17 53.81 0.41 0.29 64.18 22.84 0.60 0.40 OK OK OK OK 68% 42% 69% 73% :Cl Stability 1.0000 Rb = 0.00 Le; = 0.00 Ft Uniform LL: 560 Uniform TL: 700 =A Uniform Load A d R1 =4278 R2 =4278 SPAN = 12 FT Uniform and partial uniform loads are lbs per lineal ft. Fb(psi) Fv (psi) E psi x mip t -c! sq Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 ,Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 :Cl Stability 1.0000 Rb = 0.00 Le; = 0.00 Ft Uniform LL: 560 Uniform TL: 700 =A Uniform Load A d R1 =4278 R2 =4278 SPAN = 12 FT Uniform and partial uniform loads are lbs per lineal ft. BdamChek v2012 licensed to: Weller Consulting' Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING B5 Date: 2121/14 Selection 5-1/8x 10-1/2 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min uearing Area K1= b.4 in- Kz= b.4 in- (1.0) uu ueti= u.is in Kecom uamoer= u.ia in Beam Span 13.0 ft Reaction 1 LL' 2730 # Reaction 2 LL 2730 # Beam Wt per ft 13.08 # Reaction 1 TL 3497 # Reaction 2 TL 3497 # Sm Wt Included 170 # Maximum V 3497 # Max Moment 11367'# Max V (Reduced) 3027 # TL Max Defl L/240 TL Actual Defl, L / 362 LL Max Defl L/360 LL Actual Defl L/515 Section (in') Shear W TL Defl (in)' LL Defl 94.17 53.81 0.43 0.30 56.83 18.92 0.65 0.43 OK OK OK OK 60% 35% 66% 70% Cl Stability 1.0000 Rb = 0.00 Lei= 0.00 Ft Uniform LL: 420 Uniform TL: 525 =A Uniform Load A 0 R1 = 3497 R2 = 3497 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. Y. r Fb (psi) FV (psi) t (PSI x mn) Fc! sl) Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Lei= 0.00 Ft Uniform LL: 420 Uniform TL: 525 =A Uniform Load A 0 R1 = 3497 R2 = 3497 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. Y. r BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING B6 Date: 2/21/14 Selection 3-118x 10-1/2 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Min Bearino Area R1= 2.6 int R2= 3.4 int (1.5) DL Defl= 0.19 in Recom Camber- 0.28 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 13.0 ft Reaction 1 LL,' 1037 # Reaction 2 LL 1453 # Beam Wt per ft 7.97 # Reaction 1 TL 1690 # Reaction 2 TL 2209 # Bm Wt Included 104 # Maximum V 2209 # Max Moment 5757'# Max V (Reduced) 1795 # TL Max Defl L/240 TL Actual Defl L / 396 LL Max Defl L/360 LL Actual Defl L/749 Section in') Shear (inZ TL Defl in LL Defl 57.42 32.81 0.39 0.21 25.03 9.76 0.65 0.43 OK OK OK OK 44% 30% 61% 48% Loads Uniform LL: 150 Uniform TL: 240 =A Par Unif LL Par Unif TL Start End 180 H = 225 10.0 13.0 C"J Uniform Load A 0 R 1 =.1690 R2 = 2209 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. Fb(psi) Fv(psi) t (psi x miq Fc! (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le;= 0.00 Ft Loads Uniform LL: 150 Uniform TL: 240 =A Par Unif LL Par Unif TL Start End 180 H = 225 10.0 13.0 C"J Uniform Load A 0 R 1 =.1690 R2 = 2209 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 MAIN FLOOR FRAMING TYPICAL JOIST Date: 2/21/14 Selection I 2x 10 HF #2 @ 16 in oc Lu = 0.0 Ft Conditions NDS 2012, Repetitive Use Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min Bearing Area K1= 1.0 in- KZ= 1.0 in` (1.5) UL Uetl= U.U9 In Beam Span 12.5 ft Reaction 1 LL 333 # Reaction 2 LL 333 # Beam Wt per ft 0 # Reaction 1 TL 417 # Reaction 2 TL 417 # Bm Wt Included 0 # Maximum V 417 # Max Moment 1302'# Max V (Reduced) 365 # TL Max Defl L/240 TL Actual Defl L/480 LL Max Defl L/360 LL Actual Defl L/660 Section in' Shear in TL Defl in LL Defl 21.39 13.88 0.31 0.23 14.53 3.65 0.63 0.42 OK OK OK OK 68% 26% 50% 55% Uniform LL: 53 Uniform TL: 67 =A Uniform Load A 0 0 R1 =417 R2=417 SPAN =12.5 FT Uniform and partial uniform loads are lbs per lineal ft. ViY Fb psi t-v(psi) t (psi x mi) Fc L (psi) Reference Values 850 150 1.3 405 Adjusted Values 1075 150 1.3 405 CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 53 Uniform TL: 67 =A Uniform Load A 0 0 R1 =417 R2=417 SPAN =12.5 FT Uniform and partial uniform loads are lbs per lineal ft. ViY BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 v PLAN 1900 MAIN FLOOR FRAMING B7 Date: 2/21/14 Selection (2) 2x 10 HF #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adjustments Min Bearing Area K1= 4.1 In` KL= 4.l in, ti.o) UL Uen= U.Uc m Beam Span 5.0 ft Reaction 1 LL 1150# Reaction 2 LL 1150 # Beam Wt per ft 6.74 # Reaction 1 TL 1679 # Reaction 2 TL 1679 # Bm Wt Included 34 # Maximum V 1679 # Max Moment 2099'# Max V (Reduced) 1162 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section (in') Shear (ink TL Defl (in) LL Defl 42.78 27.75 0.04 0.03 26.94 11.62 0.25 0.17 OK OK OK OK 63% 42% 17% 15% Loads Uniform LL:46U Unitorm IL: 515 =N Par Unif TL Start End H = 90 0 5.0 H Uniform Load A 0 R1 = 1679 R2 = 1679 SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv(psi) E psi x mil Fc -L (psi) Reference Values 850 150 1.3 405 Adjusted Values 935 150 1.3 405 CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL:46U Unitorm IL: 515 =N Par Unif TL Start End H = 90 0 5.0 H Uniform Load A 0 R1 = 1679 R2 = 1679 SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. o BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 MAIN FLOOR FRAMING TYPICAL BEAM Date: 2/21/14 Selection4x 10 DF-L #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adjustments Loads min bearing Area K1= 2.1 In` K2= 2./ In` (1.b) UL Ueti= <u.ul In Beam Span 5.25 ft Reaction 1 LL 1313 # Reaction 2 LL 1313 # Beam Wt per ft 7.87 # Reaction 1 TL 1661 # Reaction 2 TL 1661 # $m Wt Included 41 # Maximum V 1661 # Max Moment 2180'# Max V (Reduced) 1173 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L / 360 LL Actual Defl L1>1000 Section (in') Shear W TL Defl in LL Defl 49.91 32.38 0.03 0.02 24.23 9.78 0.26 0.18 OK OK OK OK 49% 30% 12% 13% Uniform LL: 500 Uniform TL: 625 =A Uniform Load A d 0 RI =.1661 R2=1661 SPAN = 5.25 FT Uniform and partial uniform loads are lbs per lineal ft. Fb(psi) Fv(psi) t (psi x ml) Fc! (psi) Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 500 Uniform TL: 625 =A Uniform Load A d 0 RI =.1661 R2=1661 SPAN = 5.25 FT Uniform and partial uniform loads are lbs per lineal ft. 6S N 0000i PERMIT CENTE j�,J' �:�RESIDENTIAL AUG 14 20 4 Building Permit Application Deyartmeut of Community Development ' 345 - 6th Street; Suite 600 ` Bremerton ' WA QJAWA .f1- erton, DCD CONTRACTOR: Fre6fovi - T"L, OWNER: Fize.S`btne- S. - S,`k LZL Address: &810 2.o4in S+ t� Su;1'L Address: 6 $ kU )-04v% S+ C S `�e- Cit , State, Zi : i=;ff,WA Kgk'zli� City, State, Zi Fc WCA qp)_y_ License # & Exp. Date: rREE$T* q&q NZ 1/3�/ jo Phone #: D63 $96 - i300 Contact Name: je,55;,;,, He.cAe.r Authorized Agent Name: Contact Phone #: a5' $9rD-13do Address: Email address: z55;�h�frca5f��-rte �;c �o�+t Cit ,'State, Zi Tax ID/Parcel #: 55 `i U - 00a - ?XX - 00 U 1 Phone #: ( ) © Sewer ❑ Septic lEmail address: What is thew Ifcorr�P.teas�c _ eck - �. New CQlnstructloAlterattarl,Addfilo I © NEW SINGLE-FAMILY RESIDENCE ❑1 RESIDENTIAL REBU'ANALED -` l F1NEW DUPLEX ❑l RESIDENTIAL ADDITION ❑ NEW MANUFACTURED HOME ❑;RESIDENTIAL REPAIR ❑ NEW GARAGE/CARPORT ❑ NEW ACCESSORY BUILDING ❑ DEMOLITION sf Interior sf Exterior— sf Foundation Wall" sf Roof/ Section— Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. ❑ OTHER: i IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES ❑ NO Scope of work proposed Square Footage: Building: cAp bas�`� pt th fir- Igoo 121 -o -A 1st Floor g a- Basement 2nd Floor I c711f Other Garage: 1st Floor 35�I 1�u f'ot v� 2nd Floor Valuation Plan Review Fee Permit Fee Surcharge Total Fees Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing that circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. Applicant's Signature (Print) Date Rev. Oct. 2008 (Continued on back) I i I' w ` PERMIT CENTER Dept. of Community Development*345 — 61—" Street, Suite 600 7 777, C^- i Y 1 .?' AUG 14 2014 Berton*WA*98337-1873 1900A Plan Site Address: CONTRACTOR: Freestone Bayside, LLC. OWNER: Freestone Bayside, LLC Address: 6820 20th St E. Suite A Address: 6820 20th St. E Suite A City, State, Zip: Fife, WA 98424 Cit ,;State, Zip: Fife, WA 98424 License #: FREESI*969NZ Phone # 253 896-1300 Contact Phone #: 253 896-1300 Tax ID/Parcel #:5596 -000 -XXX -0000 NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE AIR HANDLING UNIT>IO,000CFM ATMOSPHERIC VACUUM BRKR 1-5 AIR HANDLING UNIT <I0,000 CFM ATMOSPHERIC VACUUM BRKR>5 5 BATH FAN AND/OR EXHAUST FAN I BACKFLOW, DEVICE <=2" CLASS 1 HOOD & DUCT SYSTEM BACKFLOW DEVICE > 2" CLASS 2 HOOD & DUCT SYSTEM BUILDING SEWER CLOTHES DRYER W/ EXHAUST �' CLOTHES WASHER COMMERCIAL FURNACE/DUCT COMMERCIAL FLOOR DRAIN COMM. FURNACE>100,000 BTUS DISHWASHER COMPRESSORS DRAIN PIPE/VENT PIPE ALTERATION COOK STOVE W/ EXHAUST DRINKING FOUNTAIN DUCT CHANGE W/O NEW FURNACE FLOOR DRAIN ELECTRIC FURNACE/HEAT PUMP FLOOR SINK/INDIRECT WASTE EVAPORATIVE COOLER GREASE INTERCEPTOR FIREPLACE -GAS OR GAS LOG INSERT 2 HOSE BIBBS FIREPLACE -WOOD, OR WOODSTOVE INDUSTRIAL SAND/OIL INTERCEPTOR GAS WATER HEATER & VENT LAWN SPRINKLER W/ BACKFLOW DEV. GAS PIPING ROOF DRAIN MISCELLANEOUS MECHANICAL SHAMPOO SINK W/ BACKFLOW DEVICE NATURAL GAS FURNACE/DUCTING 5 SINK (LAV, KITCHEN, MOP OR BAR PROPANE FURNACE/DUCTING SUMP PUMP PROPANE TANK <2000 GALLONS) 3 TUB AND/OR SHOWER UNIT UNIT HEATER 3 WATER CLOSET AND/OR URINAL OTHER: OTHER: OTHER: OTHER: MECHANICAL FEES: PLUMBING FEES: TOTAL FEES: V104 Applicant's Signature ;Date I ` I Pf Size: wasnington State The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an a'r a,.vueighted;average�U, factor of;0' The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections intihe6drop-downs for each section, so values will be calculated for you. If you do not see the selection you need in the drop' -down options, please call the W SU Ene*, �enlion Pf9ra�m at (360) 956-2042 for assistance. Area of Building Conditioned Floor Area Instructions�ry Conditioned Floor Area (sq ft) � L „ Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) $. i 20,940 Glazing and Doors U -Factor X Area - UA Instructionssk 0.30 = X435 130.41 Skylights U -Factor X Area = UA Instructions 0.150 N Insulation Attic U -Factor X Area - UA Instructions R +9 0.026 7;431 37.21 Single Rafter or Joist Vaulted Ceilings U -Factor X Area UA Instructions Select R -Value 14 No selection Above Grade Walls (see Figure 1) U -Factor X Area UA InstructionsIntermediate R 21 77 7,0 a ^- 0.0562,3$6;'' ':;' 133.62 Floors U -Factor X Area UA Instructions �� 0.029 ,465;x,"".' 42.49 R 30 ; Below Grade Walls (see Figure r) U -Factor X Area UA Instructions1 Select R value No selection Slab Below Grade (see Fie' n Instructions t. � F -Factor X Length � ,?7r UA � Select conditioning � Wpm NO selection ;� --- Slab on Grade (see Fioure n F -Factor X Length UA Instructions No seiection C. Select R Value Location of Ducts Instructions Duct Leakage Coefficient Unconditioned Space "" 1.10 Sum of UA 343.72 Envelope Heat Load 14 092 Btu / Hour Figure 1. Above Grade,cT M Sum of UA X oT Air Leakage Heat Load 9,272 Btu/ Hour Vblume X 0.6 X AT X .018 Building Design Heat Load 23,365 Btu / Hour Ain Leakage + Envelope Heat Loss Building and Duct Heat Load 25,701 Btu/ Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 35,982 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) .c PkAicriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date AUG 2014 CRY of Bremerton, DCD Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 22. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. 03. Large Dwelling Unit: 2.5 points Dwelling unit's exceeding 5000 square feet of conditioned floor area. ❑4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Ontinn npgnrintinn rrarlitkc 1a ima a ones lb R -Value 1.1 -Factor Fenestration U -Facto n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGC ' n/a n/a Ceiling 49 0.026 Wood Frame Wall 21 int . 0.056 Mass Wall R -Value' 21/21 0.056 Floor 30 0.029 Below Grade Wall , 10/15/21 int + TB 0.042 Slab R -Value & Depth 10, 2 It n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date AUG 2014 CRY of Bremerton, DCD Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 22. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. 03. Large Dwelling Unit: 2.5 points Dwelling unit's exceeding 5000 square feet of conditioned floor area. ❑4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Ontinn npgnrintinn rrarlitkc 1a Efficient Building Envelope 1a 0.5 lb Efficient Building Envelope 1 b 1.0 1C Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage ,Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 lRenewable Electric Energy 0.5 Total Credits *Please refer to Table K406.2 for complete option descriptions http://www.energV.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf 0.5 1.5 0.0 2.00 = 304.8 mm, ci .= continuous insulation, int.= intermediate framing. a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R -value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. The second R -value applies when more than half the insulation is on the interior of the mass wall. ' For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. a Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical f=enestration (Windows and doors) Component pt', Contact Inform 4 Description Ref. U -factor U',,,x.�Enfy'2GIzn �LnwE ¢Ara one NERC 030 2�GIz�Uin ,I�� f��F NFRC 0`'30 615"A ,-Enf:LoOAra one E a 1v'' • Bath 2�G12,=1/in I�Low E Ara ones`''.. ` NFRC 0'30 !1N uitr 2 Gr 6I e -w E Ara onhe .. fF 0�3Q -„ �` � �' Fam,If2 GIz�Win E�fowEara one.��,� �� ,NFRC� r0 30�, Farnil ,g2GIzUtn ILow EAra'`one,SG®,, NFRG 03a ,,,,Famtl2rGiz EVIn &I„ LoweE Ada ane,, NFRC,� 70f:3- GIz;Uin I Ltiw., E Ara oneE 1�FR`C 0 30 E BR42 Glz 1llri flow E Ara' one NFRC „�.�, , '=�.0 ,en 2�;`�GIz�Uin` •I�LowE�Ara on`�e,3•. •„.,�, �` NFRC� 030 � ,� ��€,��0`� en 2„Giz 1/�ri ,Lo EAra ones.._. � � �`��`� _•.; ,Loft2;G(zUm I• Lciw�..ra orre.„ •Laund„ry 2GIz Um LowEAra one NERC 030 s G .MBa.2 `Giz in I LowEra one, �C a e. 30 , NFR 0 ,MBa 2�Glz 1/in . Low E A a o_ne ,. IVFRC , 46 ..., Mbr,-2 GIz Uiri I LaivEAr one r.`.;.NFF C 73O�S..,T Bedrooms 2 GIz 1/iri' �ownE Ara € e� 'N't i0 a0 PRON 11 R'11. �� ,aE »�a 6 ,•'� ` �kE}sj�'�.E 3=ta,r 3+�' 1�`� �3�,& ."u:�P.�E.: UKIN €EE 111 WE T r -T aware 1 -it NMI I 11-1 vsk"Hml mmw a, a 01 lama: Width Height Qt. Feet Inch Feet Inch Area UA 20.01 vQ of futon, DCD 7.7 2.30 Ref. U -factor Qt. Feet Inch Feet Inch Area UA 6.0 0.01 0.00 c �, F „' E:: E E L 0.01 0.00 Description Ref. U -factor U',,,x.�Enfy'2GIzn �LnwE ¢Ara one NERC 030 2�GIz�Uin ,I�� f��F NFRC 0`'30 615"A ,-Enf:LoOAra one E a 1v'' • Bath 2�G12,=1/in I�Low E Ara ones`''.. ` NFRC 0'30 !1N uitr 2 Gr 6I e -w E Ara onhe .. fF 0�3Q -„ �` � �' Fam,If2 GIz�Win E�fowEara one.��,� �� ,NFRC� r0 30�, Farnil ,g2GIzUtn ILow EAra'`one,SG®,, NFRG 03a ,,,,Famtl2rGiz EVIn &I„ LoweE Ada ane,, NFRC,� 70f:3- GIz;Uin I Ltiw., E Ara oneE 1�FR`C 0 30 E BR42 Glz 1llri flow E Ara' one NFRC „�.�, , '=�.0 ,en 2�;`�GIz�Uin` •I�LowE�Ara on`�e,3•. •„.,�, �` NFRC� 030 � ,� ��€,��0`� en 2„Giz 1/�ri ,Lo EAra ones.._. � � �`��`� _•.; ,Loft2;G(zUm I• Lciw�..ra orre.„ •Laund„ry 2GIz Um LowEAra one NERC 030 s G .MBa.2 `Giz in I LowEra one, �C a e. 30 , NFR 0 ,MBa 2�Glz 1/in . Low E A a o_ne ,. IVFRC , 46 ..., Mbr,-2 GIz Uiri I LaivEAr one r.`.;.NFF C 73O�S..,T Bedrooms 2 GIz 1/iri' �ownE Ara € e� 'N't i0 a0 PRON 11 R'11. �� ,aE »�a 6 ,•'� ` �kE}sj�'�.E 3=ta,r 3+�' 1�`� �3�,& ."u:�P.�E.: UKIN €EE 111 WE T r -T aware 1 -it NMI I 11-1 vsk"Hml mmw a, a 01 lama: Width Height Qt. Feet Inch Feet Inch Area UA 20.01 6.00 7.7 2.30 24.0 7.20 6.0 1.80 82.5 24.75 33.01 9.90 48.0 14.40 20.0 6.00 4.0 1.20 31.5 9.45 8.01 2.40 6.0 1.80 20.0 6.00 10.0 3.00 16.0 4.80 8.0 2.40 50.0 15.00 40.0 12.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Overhead Glazing (Skylights) Component U -tactor 7777 X Feet "' " Feet "'°" Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) i I 434.71 130.40 0.30 Area UA 0.0 0.00 0.00 434.7 130.40 11 111 11 111 11 111 0.0 0.00 0.00 434.7 130.40 FREESTONE 6820 20th Street Ead Permit Center. M.WA®98424 Dept. of Community Development 345-6 th Street, Suite 600*Bremerton*WA*98337-1873 WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD IN 2012 IRC Purpose: We have all heard about office and school buildings which cause people to become ill. If improperly ventilated, our homes can cause some of us to become ill too. With all of the new materials we use to construct and furnish our buildings, it is very important that our homes are ventilated in such a way as to provide us with a method to get the stale air out and fresh air in. Please check the appropriate box to describe which of the four prescriptive Whole House Ventilation Systems you will be using, and fill in any blanks or boxes under the system you choose. Option 1. Whole house Ventilation Using Exhaust Fans (IRC Section M1507.3.4) • CFM Exhaust Fan Flow Rating Per Table M1507.3.3(1) and multiplied by factor in Table M1507.3.3(2) (attached). Location of whole house exhaust fan(s) must be shown on the plans. The intermittent mechanical ventilation system shall operate at least one hour out of every four when designed for intermittent operation in accordance with Table M1507.3.3(2). • Fan Controls: 24 hour clock timer capable of continuous operation, with manual and automatic control, & be accessible • Whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.0 or less at 0.1 inches w.g. per HVI 915 (2009) At the time of final inspection, the automatic control shall be set to operate the whole -house fan according to the schedule used to calculate the whole -house fan sizing. • Outdoor air shall be distributed to each habitable room by individual outdoor air inlets with controllable and secure openings, provide at least 4 sq. in. of opening for each space, located at least 10 feet from appliance ducts, and located away from where objectionable odors, 'fumes and vapors are present. }� Option 2.r Whole house Ventilation Integrated with a Forced Air Heating System (IRC Section M1507.3.5) - �F�+ • _ inch Fresh airlduct, connected to the furnace return plenum, sized Per Section -M 1507.3.3. • Integrated forced -air ventilation systems shall have an outdoor air inlet duct connecting a. terminal -element on the outside of the building, to the return air plenum of the forced -air system, at a point within 4 feet upstream of the air handler. • The outdoor air inlet duct connection to the return air stream shall be'located upstream of the forced -air system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. • The system will be equipped with a motorized damper connected to the automatic ventilation control as specified in Section M1507.3.2. The required flow rate shall be verified by field testing with a flow hood or a flow measuring station. • Outdoor Air inlets shall be screened or otherwise protected from entry by leaves or other material and located • All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4 Option 3. Whole house Ventilation Using a Supply Fan (IRC Section M1507.3.6) • inch Outdoor air inlet duct, connected to the furnace supply air stream, sized Per Table M1507.6.2. (attached) • Fresh Air inlet:. Back -draft Damper plus one of the following: (Choose one) Calibrated ;manual volume damper installed and set to meet the measured flow rates in Table 1507.3.3(1) (attached) by field testing with a pressure gauge and/or following manufacturer's installation instructions. EJA manual volume damper installed and set to meet the measured,flow rates specified in Table M1507.3.3(1) by field testing with a flow hood or flow measuring station. E] An automatic Flow -regulating device sized to the specified flow rate in Table M1507.3.3(1) which provides constant flow over a pressure range of 0.20 to 0.60 inches water gauge. • Outdoor Air inlets shall be screened or otherwise protected from enty by leaves or other material and located • All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4 F] Option 4. Whole house Ventilation Using a Heat Recovery Ventilation System • All duct work in heat recovery system shall be at least 6 inches in diameter • Balancing dampers shalli be installed on the inlet and exhaust side. • Flow measurement grids shall be installed on the supply and return. • System minimum flow rating shall not be less than specified in Table M1507.3.3(1). • Outdoor air inlets shall be screened or otherwise protected from entry, by leaves or other material and located • Ventilation Supply Ducts in the conditioned space upstream of the heat exchanger shall be insulated to a minimum of R-4 r FREESTONE 6820 2 ��EWShed E Fife, WA 96424 General Requirements aAA � �Go -� At the time of final inspection; the automatic control time shall beset to operate the whole_ h sie fan according to the schedule used for the calculation. • . A label shall be affixed to the control that reads "Whole House \!entilation",(see operating instructions) • 24-hour clock.timer installed with capability of continuous operation, .manual and automatic control, readily accessible. • Installer shall provide the manufacturer's installation, operating instructions, and a whole house ventilation system operation description. • Standard air leakage caulking shall be installed in the following locations (WSEC Table R402.4.1.1): a) Wiring / plumbing / duct register penetrations b) Rim joist / mud sill (heated lower floors) c) Light fixture / flue penetrations d) Around window and door frames Airflow between fresh air ports OR openable screened windows and whole -house fan ensured by undercut door (minimum 1/2'% or grilles. (IRC M1507.3) REFERENCE TABLES Table M1507.3.3(1) Continuous Whole House Ventilation System Airflow Rate Requirements (cfml Floor Area (ft) 0-1 Number of Bedrooms 2-3 4-5 6-7 >7 <1500 75% • 30 45 60 75 90 , 1501- 3000 45 60 )C 75 90 105 3001 -4500 60 75 90 105 120 4501-6000 75 90 105 120 135' 6001 - 7500 90 105 120 135 150 >7500 105 1 120 135 150 1 165 Table M1507.3.3(2) Intermittent Whole House Mechanical Ventilation Factors Run -Time Percentage in Each 4 -Hour Segment 25% 33% 50% 66% 75% • 100% Factor 4 3 2 1.5 1.3 1.0 Table M1507.3.6.2 Prescriptive Supply Fan Duct Sizing Supply !Fan Tested CFM at 0.40" w.g. Specified Volume from Table M1507.3.3(1) Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter 50-90 cfm 4 inch 5 inch 90-150 cfm 5 inch 6 inch 150-250 cfm 6 inch 7 inch 250-400 cfm 7 inch 8 inch PRESCRIPTIVE HEATING SYSTEM SIZING All heating equipment must6be sized using a recognized engineering practice. Typical sources include: • ASHRAE Handbook of Fundamentals. • ACCA Manual J, 8m Edition- Residential Load Calculation. • ACCA Manual N- Commercial Load Calculation. WSEC: www.energy.wsu.edu%code KLISMANN Heating and Air Conditioning To Whom It May Concern: 4703-116 th Street E, Tacoma, WA 98446 253-537-0655 / 253-539-3861 Fax VENTILATION AIR REPORT 2-3 bed 1501-3000sf requires 60cfm minimum continuous operation per Table M1507.3.3(1), 2012 IRC Intermittent Whole House Ventilation Integrated with a Forced -Air System - M1507.3.3(2), 2012 IRC 4hr cycle: 3hr ON - 1 hr OFF Karen Kliemann Kliemann Brothers Heating 253-537-0655 75% run time: 60cfm x 1.3 = outside air set at 78cfm O:/WSEC Code Docs/Ventilation Air Report \Fan Size — 4-5 bed 1501-3000 - 75cfm Printed 8/19/14 2 6? VY � JtLl AUG 1 k 2 0114 WCEWELLER CONSULTING ENGINEERS, P.C. 21925 8th Place W • Bothell, WA 98021 • Ph (425) 488 -9868 • Fax (425) 486 - 671 ` c ngr comas .nit CD • TO: City of Bremerton Building Department August 4, 2014 Plans Examiner RE: Plan 1900 Weller Consulting Engineers, P.C. Job # 14-015 This plan may be used as a "basic" plan on any lot in the plat of "Bayside" located in the city of Bremerton by Freestone only provided that the site does not exceed the following criteria. Wind speed 110 mph — V ult Exposure B Seismic Category D Snow Load 25 psf The cover sheet provided by Weller Consulting Engineers, P.C, does not have to be an original. Weller Consulting Engineers, P.C. assumes full responsibility for the structural design. By: Mark F. Weller, P.E. President t/.4 /r -IL EMPIRES 04/25//5- �' WELLER CONSULTI� 21925 8TH PL W BOTHELL, WA 98021 (425) 488 - 9868 (425) 486 - 6715 FAX STRUCTURAL DESIGN FOR PLAN 1900 BREMERTON, WASHINGTON AUG 14 2014 City of Bremerton, DCD , NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. DATE PREPARED BY yQ'-% w z 40111�� ''lONAi, 14-01 02/24/14 Mark Weller, P.E. I • DESIGN CRITERIA PER THE 2®12 INTERNATIONAL BUILDING CODE UAKE PER SECTION 1613 Design Per ASCE 7- 10 Section 12.8 Equivalent Lateral Force Procedure Base Shear: V = Cs * W I Cs = Seismic Response Coefficient W = Effective Seismic Weight Site / Project Specific Design Values: Ss = 1.55 per USES Site Class D (Default) R = 6.5 from Table 12.2-1 Cs = 0.1590 per Section 12.8.1.1 S, =.0.54 per USGS Seismic Design Category D Risk Category II from Table 1.5-1 le = 1.00 from Table 1.5-2 WIND DESIGN PER SECTION 1609 (Allowable Stress Design) Design per ASCE 7-10 Section 28.6 Design Wind Pressure: Ps * Ie * KZT * PS30 where: = Exposure Factor KZT = Topographicl� Factor Ie = Importance Factor PS30 = Base Designg Pressure Site/Project Specific Values: Basic Wind Speed 1110 mph (V.1) 1= 1.00 Exposure "B" (<30) "Urban Clustered Area" KZT = 1.00 Ie = 1.00 PS30 = see ASCE 7-k10, Figure 28.6.1 STANDARD DESIGN'INFORMATION The information described below is to be used unless otherwise noted on the plans WOOD DESIGN per Section 2301, Allowable Strength Design, AF & PA SDPWS 2008 & AF & PA NDS 2012 when applicable; per 12308 Conventional Light -Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 NCHOR BOLTS: 5/8" 0 x 10", A307 or better, w/ 7" min. Embedment. V = 1.6 x 860 = 1376 At / bolt DNCRETE DESIGN per Chaptir 19 &.ACI 318-11 Concrete: f, = 2500 psi Rebar. fy =40,000 psi ISCELLANEOUS HA'RDWAR'E- SIMPSON Strong -Tie Connectors or equal SHEAR WALL SCHEDULE (SEE ANSI / AF & PA SDPWS-2008 Table UA & Section 4.3.3) All shear walls to be sheathed from top plate to bottom plate. Block all panel edges. Nail spacing is for all panel edges. Space nails @ 12" o.c. along intermediate framing members. SW -6 v = 350 plf 7/16" OSB, w/ 8d (0.131" 0) common nails C>, 6" o.c. Anchorage (interior walls only) to SINGLE joist or blkg below: 16d (box) @ 4" o.c. SW -3 v = 715 plf 7/16" OSB, w/ 8d (0.131" 0) common nails @ 3" o.c. Anchorage (interior walls only) to 4:r (min.) BEAM or blkg below: 16d (box) @ 2" o.c. NOTE: use ruin 3" nominal studs @ adjoining panel edges SW -2 v = 950 plf 7/16" OSB, w/ 8d (0,131" 0) common nails @ 2" o.c. (staggered) Anchorage (interior walls only) to 4x. (min.) BEAM or blkg below: %" x 02" SDS SCREWS @ 3"o.c. NOTE: use min 3" nominal studs @ adjoining panel edges The shear values above are based upon the use of 8d common nails with a full head, a shank diameter of 0.131", and,a minimum penetration of 1.375". From Table 4.3A use 15/32; 8d values with a 0.93 reduction for Hem -Fir & 1.4 increase for wind. 1661 a 16" O.C. SHEAR WALL EDGE NAILING RIM J015T LOCATE SHEATHING JOINT 0 COMMON MEMDEK 5HEAK TKAN5FEI, 0 EXTEK10K WALL DETAIL A. P LL N r U m v M tD M MMM oM MMM O M MMCm M co cy) 0000 It V V V V V V V V V V V V V V V V u u Q coo Q coo y Q co 00 Q mU0 t9 F- F- CO N *# * * * * * **#*I: U * * * * * * ** u* Z M M N 0 CD t 0 ow to O CD O sf qT O CA O M M CD LO r CD N tD MNcD O M m ti O O CD LO CD r ONO 0 ti F:, r Cl) tt to U N LU II it II II 1� 11 11 11 II " 11 11 II II I� II 11 11 II LL II LL W a n. a LL a a a a W a n n n. n. OL CL CL LL' r` CA V r Cn cl ci N r 0 7 V NM rl- r M N QV M fr` N N< o O O 0 a LL W LL LL j LL LL LL LL d LL LL LL LL LL LL U. 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II II II I I LL j LL D LL 11 a) .D U 1T N C 0 L O O z w x O i7 O O C4-(Dco N opo C?) C) U') C) O lt7 u r M O O t 0 Oct N 41 S N OO to N r e- CN N F- O V � t) L W II II 11 II it If C CO 0 C O j r. as as O �7 as 00 � 2 N ro a Cc p W o o p a r. O o C7 0 Z y o CD Cr0 CL Q O 0 0 r 3 0 0 0 r L O r r LU od od 0 r17U @ C O co N tO O Cf (a r E E LL f'- LL ro (A W U) co 75 0 a a o N O o N O 0 � L v N M to W CL a N a m M N ci to ,n O O r r JII It _N W aro) 0 In 0 W U - m v M tD M MMM oM MMM O M MMCm M co cy) 0000 It V V V V V V V V V V V V V V V V u u Q coo Q coo y Q co 00 Q mU0 t9 F- F- CO N *# * * * * * **#*I: U * * * * * * ** u* Z M M N 0 CD t 0 ow to O CD O sf qT O CA O M M CD LO r CD N tD MNcD O M m ti O O CD LO CD r ONO 0 ti F:, r Cl) tt to U N LU II it II II 1� 11 11 11 II " 11 11 II II I� II 11 11 II LL II LL W a n. a LL a a a a W a n n n. n. OL CL CL LL' r` CA V r Cn cl ci N r 0 7 V NM rl- r M N QV M fr` N N< o O O 0 a LL W LL LL j LL LL LL LL d LL LL LL LL LL LL U. 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LL 410 (n cn (n c a cn cn (n U) O (n cn U) cn a M ti t` rn F- t- O o C co O(D o F- � o oo o f N N Z Orn to r N V r r �v O p F- f . II II II I I LL j LL D LL 11 a) .D U 1T N C 0 L O O z t Y Y U _ 0 Lo O U V) N O N a N (0 04 N N uj m W) l7] L J r J IT IT Nr t1 E r w .9 J 2 o C f0 w.Q� O rn 0 C O M M M c N N "O H O 11 V -14, a= IT > IT J O 15 0 0 O * it it N N co r-- n nUNN CF) o M A N II tLOLO LO a) LL Nr IT M N N LL) J = v = = = A4 'n A4AL . M 0O O O(0CO O N � 0 N It v N If X J L J moo a ct000 Q 2 U c0 L IT N fD U C .D Q n m moo o o o w C OMC? OC MMM CO r- v M _ 7 U r O10 •- .. 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N c J Y U cp C CO Q LO �- _N L LL E rn C: i7 C N O Q' U- OtAtA N J U rn r` N O.M M (O wi O N O co t A <~ V V fN M m O tl- 00 00 h Q1 n Z •�' 16cy) c f° 000 M M r LL IL •v N�000 o 0 0 0 I9 N co N f0 a > d (9 9,9 L II w w w LL a a a ro Ooo U U) O L U)(7U)M c O) (` M 00 O c M M (n w O N J m m � *It*1 > M .1 c) w U :-:r N m (0 h J N � N C Q) m (D (O tn co CC = L Cr) F— c O J J (i _O w X cm C N O LL (O c0 In w co 0) J it it it U N N ee��• F N M (A U lu M N N co r - ti LL J UL4 SAA r r (p r r M ti Cl) J L cm 0) 0)rn LO ti Q 2 vv w Ca a-0 Q - O Oo r) r) 000 m r) r) tD U) I> O Oo0 O On 1 moo .-00 <� Z foo LQ _ M M O N N c0 yNN (Q NN (n U) (A L as aaa ro L N It OV N N MM(O1,f-r �f LT '- (O (O (7 N N M J m� m Mjo N c J Y U cp C CO Q LO �- _N L LL E rn C: i7 C N O Q' U- OtAtA N J U rn r` N O.M M (O wi O N O co t A <~ V V fN M m O tl- 00 00 h Q1 n Z •�' 16cy) c f° 000 M M r LL IL •v N�000 o 0 0 0 I9 N co N f0 a > d (9 9,9 L II w w w LL a a a ro Ooo U U) O L U)(7U)M c O) (` M 00 O c M M (n w O N J m m � *It*1 > M .1 c) w :-:r N m In to h J N � N J = N L~y Cr) F— c O J J (i I E � k 3 LO L / � o � ® 2!t Z a ( cn)� /? 0M� . 2§� f G ¢ �b■ k zbW 2 / a > b o m i <m % o O G � a 0 a k/ � J k g . c G O Q R1 0 e a Ill / n k $ q 2 n 6 « to q $2n n « co S . " O # �%� CL00 C%4 \0 �# / no #� 00� _Yx If � \ -®& 2 ,_� 02$33 $ Jm� \ if <it" � x < " n CL 00 % Io\am nm> o ■¥=z CL <qo, it -Fa >F �t� f �xC%4 % a. -j 0 0 Xf �ƒi�> \ f $t� O o ®7a \/ �/�< 2/>\/ 00 xƒ\ §/\ \ ƒ\E E k � LO � %3 0 x f /? 11 -C14 X f � >\_ �. '0 # # to / 42. 7 �# 2 2-C 0 0 \7\`�/# < - W 2 \ W 2 / / E / b ® Z0 w0a LL M (D\= -IO —n %oƒƒ</\\ m ƒ0-CNn«r/ E O1 SHEATH TRUSS, PER SWA L = 10', SEE DETAIL B (ELEV A) OZ ADD (5) BLOCKING PANELS, SEE DETAIL C (ELEV B) O3 CS16 TO WALL BELOW ® CS16 TO HEADER BELOW O5 CS16 TO RIM BELOW NOTE: ALL EXTERIOR WALLS & GABLE ENDS TO BE SW -6 U.N.O. UPPER FLOOR SHEAR WALLS 9 �� 1^Z4* 10 ADD (3) A35 BLOCKING TO WALL TOP PLATE Q EXTEND GARAGE DOOR HEADER TO CORNER, PROVIDE NAILING PER DETAIL D Q3 A HTT 5 MAY BE USED IN LIEU OF AN STHD10RJ HOLDOWN, SEE DETAIL E ® HDQ8, SEE DETAIL F O5 HDQ8, SEE DETAIL G NOTE: ALL EXTERIOR WALLS TO BE SW -6 U.N.O. MAIN FLOOR SHEAR WALLS MZto F4-0*tT KI O CONCRETE STEM WALL TO BE T-3" MIN. ABOVE GARAGE SLAB 2O A HTT 5 MAY BE USED IN LIEU OF AN STHDIORJ HOLDOWN, SEE DETAIL E O3 SSTB28 FOR HDQ8 ABOVE, SEE DETAIL F ® SSTB28 FOR HDQ8 ABOVE, SEE DETAIL G O5 3" x 3" x 1/4" PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE SHEATHING NOTE: USE 5/8" O ANCHOR BOLTS W/ 3" x 3" x 1/4" WASHERS n 5'-0" O.C. U.N.O FOUNDATION PLAN WELLER CONSULTING w c ENGINEERS, P.C. 21925 STH PL W • BOTHELL, WA 98021 PH. (425) 488 - 9868 • FAX (425) 486 - 6715 DETAIL A DETAIL C TRU55E5 PER PLAN 8d (0.131) 0 6" O.C. ROOF 5HEATHING VENTED BLOCKING H1 0 24" O.G. 8d (0.131) 0 6" O.C. ROOF SHEATHING TRU55 PER PLAN 2 x 4 FRAMING ALL AROUND BETWEEN TKU55E5 %6" 0.5.6. NAILED W/ 8d (0.131) 0 6" O.C. (1) A35 16610 6" O.C. 5HEAK WALL i0P PLATE JOB NAME PLAN 1900 JOB NUMBER 14-015 PREPARED BY MW DATE 2 / 24 / 14 SHEET NO. L-6 OF L LO DETAIL B 861(o.131)0 6" O.C. ROOF 5HEATHING SHEATH TRU55 PER SW -4 PROVIDE INTERMEDIATE FRAMING A5 REQUIRED 8d (0.131) 0 4" O.C. 8d (0.131) 0 4" O.G. 2 x _ A5 REQUIRED SHEAR WALL PER PLAN WC WELLER CONSULTING ENGINEERS, P.C. 21925 8TH PL W • BOTHELL, WA 98021 PH. (425) 488 - 9868 • FAX (425) 486 - 6715 DETAIL D WINDOW / DOOR FRAMING WINDOW / DOOR HEADER PROVIDE (2) ROWS OF 8d 0 2" O.C. SHEAR WALL TO HEADER JOB NAME PLAN 1900 JOB NUMBER 14-015 PREPARED BY MW DATE 2 / 24 / 14 SHEET NO. L9 OF Ll0 DETAIL E DETAIL F _HF#25TUD5 10LDOWN 6 )IST Wl 50LID BLOCKING .ATE )F#2 HOLDOWN ?8 .L PLATE wcWELLER CONSULTING ENGINEERS, P.C. 21925 8TH PL W • BOTHELL, WA 98021 PH. (425) 488 - 9868 • FAX (425) 486 - 6715 DETAIL G DF#2 HOLDOWN ?8 )IST W/ SOLID BLOCKING -ATE JOB NAME PLAN 1900 JOB NUMBER 14-015 PREPARED BY MW DATE 2 /24/14 SHEET NO. L --Vo OF l_1 c> DESIGN LOADS: ROOF DL = 15 PSF LL = 25 PSF ENGINEERED TRUSSES BY TRUSS MANUFACTURER NOTE. PROVIDE(2)2X POST (CD ALL HIP MASTERS & GIRDER TRUSSES U.N.O HEADERS: 4 x 8 DF # 2 U.N.O. NOTE. PROVIDE (1) 2 X TRIMMER @ ALL HEADERS U.N.O Rl ROOF FRAMING ALAN (ELEV A) DESIGN LOADS: ROOF DL = 15 PSF LL = 25 PSF ENGINEERED TRUSSES BY TRUSS MANUFACTURE NOTE. PROVIDE (2) 2X POST a ALL HIP MASTS & GIRDER TRUSSES U.N.O HEADERS: 4 x 8 DF # 2 U.N.O. NOTE. PROVIDE (1) 2 X TRIMMER @ ALL HEADERS U.N.O COLUMNS: Cl: (3)2x6HF#2 GI 1E GOOF FIUMI:NO PLAN (ELEV B) DESIGN LOADS: FLOOR DL = 10 PSF LL = 40 PSF JOISTS: 2x 12 HF#2(a16"OC FJ1: 2x12 HF#2@12"O.C. NOTE. PROVIDE LUS28 HANGERS na ALL FLUSH FRAMED ENDS HEADERS: 4 x 8DF # 2 U.N.O NOTE. PROVIDE (1) 2X TRIMMER @ ALL HEADERS U.N.O H1: 3 1/8 x 12 GLB (24F -V4) 1-12: 4x10 DF#2 BEAMS: NOTE. PROVIDE(2)2X POST COL- C2: 4 x 4 P.T. W/ AC4 & AB44 C3: (3)2x4HF#2 C4: 6x6DF#2W/AC6 HANGERS: HGR1: HUCQ5.25/9 NOTE: PROVIDE (2) ROWS OF 1/4" x 41/2" SDS SCREWS @ 16" O.C. LEDGER TO RIM AT ALL TRUSS LEDGER CONNECTIONS NOTE: PROVIDE SOLID FRAMING IN JOIST SPACE TO FOUNDATION FOR ALL PT. LOADS ABOVE PER ]FLOOR FRAMI G PLAN @ ALL BEAMS U.N.O. B1: 4x8DF#2 B2: 5 1/8 x 131/2 GLB (24F -V4) 133: (2)2x12 HF#2 134: 51/8 x 101/2 GLB (24F -V4) 135: 51/8 x 10 1/2 GLB (24F -V4) 136: 3 1/8 x 10 1/2 GLB (24F -V4) COL- C2: 4 x 4 P.T. W/ AC4 & AB44 C3: (3)2x4HF#2 C4: 6x6DF#2W/AC6 HANGERS: HGR1: HUCQ5.25/9 NOTE: PROVIDE (2) ROWS OF 1/4" x 41/2" SDS SCREWS @ 16" O.C. LEDGER TO RIM AT ALL TRUSS LEDGER CONNECTIONS NOTE: PROVIDE SOLID FRAMING IN JOIST SPACE TO FOUNDATION FOR ALL PT. LOADS ABOVE PER ]FLOOR FRAMI G PLAN DESIGN LOADS: FLOOR DL = 10 PSF LL = 40 PSF . L�J JOISTS: 2 x 10 HF # 2!( 16" O.C. NOTE: PROVIDE LUS28 HANGERS (aD ALL FLUSH FRAMED ENDS BEAMS: 4 x 10 DF # 2 U.N.O. NOTE: PROVIDE 4 x 4 POST @ ALL BEAMS U.N.O. PROVIDE 4 x 6 POST @ ALL BEAM SPLICES U.N.O. BT: (2) 2 x 10 HF # 2 COLUMNS: C5: 4x6DF#2 NOTE: PROVIDE SOLID FRAMING IN JOIST SPACE TO FOUNDATION FOR ALL PT. LOADS ABOVE MAIN FLOOR FRAMING PLAN n BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 ROOF FRAMING GTI (FOR REACTIONS ONLY) Date: 2/21/14 Selection 5-118x 19-1/2 GLIB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min tleanng Area K ►= 11.Z In` KZ= 77.Z In` t1.51 Uu Uen= u.b4 in Kecom Camber— 0.81 in Beam Span 25.0 ft Reaction 1 LL 4375 # Reaction 2 LL 4375 # Beam Wt per ft 24.28 # Reaction 1 TL 7304 # Reaction 2 TL 7304 # Bm Wt Included 607 # Maximum V 7304 # Max Moment 45647'# Max V (Reduced) 6354 # TL Max Defl L/240 TL Actual Defl L/278 LL Max Deft L / 360 LL Actual Defl L/557 Section (in') Shear (ink TL Defl (in) LL Defl 324.80 99.94 1.08 0.54 212.00 34.53 1.25 0.83 OK OK OK OK 65% 35% 86% 65% Uniform LL: 350 Uniform TL: 560 =A Uniform Load A 0 0 R1 = 7304 R2 = 7304 SPAN = 25 FT Uniform and partial uniform loads are lbs per lineal ft. Fb(psi) Fv(psi) E(psi x mil Fc -L (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2584 276 1.8 650 Cv Volume 0.936 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 350 Uniform TL: 560 =A Uniform Load A 0 0 R1 = 7304 R2 = 7304 SPAN = 25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 V� PLAN 1900 ROOF FRAMING GT2 (FOR REACTIONS ONLY) Date: 2/21/14 Selection 5-1/8x 12 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Loads min tfeanng Area K1= om in- KL= 0.0 in` t1.0) UL Uerl= u.;ev In Kecom Camber= U.43 in Beam Span 15.0 ft Reaction 1 LL 2625 # Reaction 2 LL 2625# Beam Wt per ft 14.94 # Reaction 1 TL 4312 # Reaction 2 TL 4312 # Bm Wt Included 224 # Maximum V 4312 # Max Moment 16170'# Max V (Reduced) 3737 # TL Max Defl L / 240 TL Actual Defl L/306 LL Max Defl L / 360 LL Actual Defl L/601 Section (in') Shear (ln� TL Deg (in) LL Defl 123.00 61.50 0.59 0.30 70.31 20.31 0.75 0.50 OK OK OK OK 57% 33% 78% 60% Uniform LL: 350 Uniform TL: 560 =A Uniform Load A 0 R1 = 4312 R2 = 4312 SPAN =15 FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv(psi) E(psi x mil Fc -L (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 350 Uniform TL: 560 =A Uniform Load A 0 R1 = 4312 R2 = 4312 SPAN =15 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 v7 PLAN 1900 ROOF FRAMING TYPICAL HEADER Date: 2/21/14 Selection 4x 8 DF -L, #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 2.5 in' R2= 2.5 in= (1.5) DL Defl= 0.04 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 5.5 ft Reaction 1 LL 963 # Reaction 2 LL 963 # Beam Wt per ft 6.17 # Reaction 1 TL 1557 # . Reaction 2 TL 1557 # Bm Wt Included 34 # Maximum V 1557 # Max Moment 2141'# Max V (Reduced) 1215 # TL Max Defl L/240 TL Actual Defl L/847 LL Max Defl L/360 LL Actual Defl L/>1000 Section in' Shear in TL Defl in LL Defl 30.66 25.38 0.08 0.04 19.09 8.80 0.28 0.18 OK OK OK OK 62% 35% 28% 22% unirorm LL: 35u Uniform TL: 560 =A Uniform Load A —� R1 -1557 R2 = 1557 SPAN =5.5FT Uniform and partial uniform loads are lbs per lineal ft. Fb(psi) Fv(psi) E(psi x mil Fc -L (psi) Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft unirorm LL: 35u Uniform TL: 560 =A Uniform Load A —� R1 -1557 R2 = 1557 SPAN =5.5FT Uniform and partial uniform loads are lbs per lineal ft. r' BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 V PLAN 1900 UPPER FLOOR FRAMING TYPICAL JOIST Date: 2/21/14 Selection 2x 12 HF #2 a@ 16 in oc Lu = 0.0 Ft Conditions NDS 2012, Repetitive Use Min Bearing Area R1= 0.9 int R2= 0.9 in' (1.5) DL Defl= 0.03 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 11.0 ft Reaction 1 LL 293 # Reaction 2 LL 293 # Beam Wt per ft 0 # Reaction 1 TL, 367 # Reaction 2 TL 367 # Bm Wt Included 0 # Maximum V 367 # Max Moment 1008'# Max V (Reduced) 304 # TL Max Defl L / 240 TL Actual Defl L / >1 000 LL Max Defl L/360 LL Actual Defl L / >1 000 Section in' Shear in TL Defl in LL Defl 31.64 16.88 0.10 0.08 12.38 3.04 0.55 0.37 OK OK OK OK 39% 18% 19% 21% Uniform LL: 53 Uniform TL: 67 =A Uniform Load A 0 Q RI =367 R2 =367 SPAN = 11 FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv (psi) E(psi x mil Fc(psi) Reference Values 850 150 1.3 405 Adjusted Values 978 150 1.3 405 CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le := 0.00 Ft Uniform LL: 53 Uniform TL: 67 =A Uniform Load A 0 Q RI =367 R2 =367 SPAN = 11 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 V ` PLAN 1900 UPPER FLOOR FRAMING FJ 1 Date: 2/21/14 Selection 2x 12 HF #2 @ 12 in oc Lu = 0.0 Ft Conditions NDS 2012, Repetitive Use Min Bearing Area R1= 1.1 int R2= 1.1 int (1.5) DL Defl= 0.14 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 17.75 ft Reaction 1 LL 355 # Reaction 2 LL 355 # Beam Wt per ft 0 # Reaction 1 TL 444 # Reaction 2 TL 444 # Bm Wt Included 0 # Maximum V 444 # Max Moment 1969'# Max V (Reduced) 397 # TL Max Defl L/240 TL Actual Defl L/402 LL Max Defl L/360 LL Actual Defl L/553 Section in' Shear ins TL Defl in LL Defl 31.64 16.88 0.53 0.39 24.17 3.97 0.89 0.59 OK OK OK OK 76% 24% 60% 65% Uniform LL: 40 Uniform TL: 50 =A Uniform Load A 0 R1 = 444 R2 = 444 SPAN = 17.75 FT Uniform and partial uniform loads are Itis per lineal ft. r-o(psi) Fv(psi) t(psi x mil Fc(psi) Reference Values 850 150 1.3 405 Adjusted Values 978 150 1.3 405 CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 40 Uniform TL: 50 =A Uniform Load A 0 R1 = 444 R2 = 444 SPAN = 17.75 FT Uniform and partial uniform loads are Itis per lineal ft. Udo BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING TYPICAL HEADER Date: 2/21/14 Selection I 4x 8 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 ,Min Bearing Area R1= 5.3 in= R2= 3.1 int (1.5) DL Defl= <0.01 in. Data Attributes Actual Critical Status Ratio Beam Span 2.5 ft Reaction 1 LL 2399 # Reaction 2 LL 1307 # Beam Wt per ft 6.17 # Reaction 1 TL 3318 # Reaction 2 TL 1919 # Bm Wt Included 15 # Maximum V 3318 # Max Moment 2294W Max V (Reduced) 2898 # TL Max Defl L / 240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Dell L / >1000 section in' Shear in TL Defl in LL Defl 30.66 25.38 0.01 <0.01 23.52 24.15 0.13 0.08 OK OK OK OK 77% 95% 12% 11% H Uniform Load A Pt loads: 0 0 R1=3318 R2=1919 SPAN =2.5FT Uniform and partial uniform loads are lbs per lineal ft. t-b(psi) FV(psi) E (psi x mil) Fc-L(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le- 0.00 Ft Loads Uniform LL: 40 Uniform TL: 50 = A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2730 B = 3497 0.75 350 H = 560 0 2.5 1 = 80 0 2.5 H Uniform Load A Pt loads: 0 0 R1=3318 R2=1919 SPAN =2.5FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING H1 Date: 2/21/14 Selection 3-118x 12 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 3.4 int R2= 3.2 in' (1.5) DL Defl= 0.35 in Recom Camber- 0.53 in Data Attributes Actual Critical Status Ratio Values Adiustments Pt load: R1 = 2193 Beam Span 15.0 ft Reaction 1 LL 975 # Reaction 2 LL 975 # Beam Wt per ft 9.11 # Reaction 1 Tl. 2193 # Reaction 2 TL 2093 # Bm Wt Included 137 # Maximum V 2193 # Max Moment 8142'# Max V (Reduced) 1924 # TL Max Defl L / 240 TL Actual Defl L/333 LL Max Defl L / 360 LL Actual Defl L/965 Section in' Shear in TL Defl in LL Defl 75.00 37.50 0.54 0.19 35.40 10.46 0.75 0.50 OK OK OK OK 47% 28% 72% 37% Uniform LL: 80 Uniform TL: 100 =A Point TL Distance Par Unif LL Par Unif TL Start End B=250 4.5 50 H=80 0 15.0 1= 80 0 15.0 R2 = 2093 SPAN =15 FT Uniform and partial uniform loads are lbs per lineal ft. rb(psi) Fv (psi) E(psi x mil Fc-L(psi) Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 80 Uniform TL: 100 =A Point TL Distance Par Unif LL Par Unif TL Start End B=250 4.5 50 H=80 0 15.0 1= 80 0 15.0 R2 = 2093 SPAN =15 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 V I2 PLAN 1900 UPPER FLOOR FRAMING H2 Date: 2/21/14 Selection 4x 10 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Min Bearing Area R1= 4.7 in- R2= 4.7 in- (1.5) OL Defl= 0.06 in Beam Span 6.5 ft Reaction 1 LL 1723 # Reaction 2 LL 1723 # Beam Wt per ft 7.87 # Reaction 1 TL 2951 # Reaction 2 TL 2951 # Bm Wt Included 51 # Maximum V 2951 # Max Moment 4795'# Max V (Reduced) 2251 # TL Max Defl L / 240 TL Actual Defl L/623 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in-) Shear (in') TL Defl (in) . LL Defl 49.91 32.38 0.13 0.06 46.33 16.31 0.33 0.22 OK OK OK OK 93% 50% 39% 28% Uniform LL: 80 Uniform TL: 100 =A Par Unif LL Par Unif TL Start End 450 H = 720 0 6.5 1 = 80 0 6.5 I H Uniform Load A 0 0 R 1 = 2951 R2 = 2951 SPAN =6.5FT Uniform and partial uniform loads are lbs per lineal ft. Fb(psi) Fv(psi) E(psi x mil Fc(psi) Reference Values 900 180 1.6 625 Adjusted Values 1242 207 1.6 625 CF Size Factor 1.200 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 80 Uniform TL: 100 =A Par Unif LL Par Unif TL Start End 450 H = 720 0 6.5 1 = 80 0 6.5 I H Uniform Load A 0 0 R 1 = 2951 R2 = 2951 SPAN =6.5FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING B1 Date: 2/21/14 Selection 4x 8 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.0 int R2= 1.0 in' (1.5) DL Defl= 0.02 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 6.0 ft Reaction 1 LL 375 # Reaction 2 LL 375 # Beam Wt per It 6.17 # Reaction 1 TL 618 # Reaction 2 TL 618 # Bm Wt Included 37 # Maximum V 618 # Max Moment 928'# Max V (Reduced) 494 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section in' Shear in TL Defl in LL Defl 30.66 25.38 0.04 0.02 8.27 3.58 0.30 0.20 OK OK OK OK 27% 14% 13% 10% Unitorm LL: 125 Uniform TL: 200 =A Uniform Load A 0 Q R1 =618 R2=618 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. E Fb(psi) Fv (Vsi) E(psi x mil Fc -L (psi) Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Unitorm LL: 125 Uniform TL: 200 =A Uniform Load A 0 Q R1 =618 R2=618 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. E BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING B2 Date: 2/21/14 Selection 5-1/8x 13-112 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 7.4 int R2= 7.3 in' (1.5) DL Defl= 0.26 in Recom Camber- 0.38 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 18.0 ft Reaction 1 LL 3600 # Reaction 2 LL 3600 # Beam Wt per ft 16.81 # Reaction 1 TL 4818 # Reaction 2 TL 4735 # Bm Wt Included 303 # Maximum V 4818 # Max Moment 21688'# Max V (Reduced) 4237# TL Max Defl L / 240 TL Actual Defl L/287 LL Max Defl L / 360 LL Actual Defl L/433 Section in' Shear in TL Defl in LL Defl 155.67 69.19 0.75 0.50 108.44 26.48 0.90 0.60 OK OK OK OK 70% 38% 84% 83% Uniform LL: 400 Uniform TL: 500 =A Point TL Distance B = 250 6.0 Uniform Load A Pt loads: 0 Q R1 = 4818 R2 = 4735 SPAN = 18 FT Uniform and partial uniform loads are lbs per lineal ft. ro(psi) ry(psi) t(psi x mil Fc -L (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 400 Uniform TL: 500 =A Point TL Distance B = 250 6.0 Uniform Load A Pt loads: 0 Q R1 = 4818 R2 = 4735 SPAN = 18 FT Uniform and partial uniform loads are lbs per lineal ft. 0 BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 523465779 PLAN 1900 UPPER FLOOR FRAMING B3 Date: 2/21/14 Selection (2) 2x 12 HF #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 5.0 in' R2= 5.0 int (1.5) DL Defl= 0.02 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 7.0 ft Reaction 1 LL 1610 # Reaction 2 LL 1610 # Beam Wt per ft 8.2 # Reaction 1 TL 2041 # Reaction 2 TL 2041 # Bm Wt Included 57 # Maximum V 2041 # Max Moment 3572'# Max V (Reduced) 1494 # TL Max Deft L/240 TL Actual Defl L/>1000 LL Max Deft L/360 LL Actual Defl L/>1000 section in Shear (inj TL Def! in LL Deft 63.28 33.75 0.08 0.05 50.43 14.94 0.35 0.23 OK OK OK OK 80% 44% 21% 23% Uniform LL: 460 Uniform TL: 575 =A Uniform Load A 0 Q R1 = 2041 R2 = 2041 SPAN =7FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv(psi) E(psi x mil Fc(psi) Reference Values 850 150 1.3 405 Adjusted Values 850 150 1.3 405 CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 460 Uniform TL: 575 =A Uniform Load A 0 Q R1 = 2041 R2 = 2041 SPAN =7FT Uniform and partial uniform loads are lbs per lineal ft. BearnChek v2012 licensed to: Weller Cdnsulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING B4 Date: 2/21/14 Selection 5.1/8x 10-1/2 GLB 24F -V4 DFlDF Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 6.6 in' R2= 6.6 in= (1.5) DL Defl= 0.12 in Recom Camber- 0.18 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 12.0 ft Reaction 1 LL 3360 # Reaction 2 LL 3360 # Beam Wt per ft 13.08 # Reaction 1 TL 4278 # Reaction 2 TL 4278 # Bm Wt Included 157 # Maximum V 4278 # Max Moment 12835'# Max V (Reduced) 3655 # TL Max Defl L/240 TL Actual Defl L / 348 LL Max Defl L/360 LL Actual Defl L/491 Section in' Shear in TL Defl in LL Defl 94.17 53.81 0.41 0.29 64.18 22.84 0.60 0.40 OK OK OK OK 68% 42% 69% 73% Urntorm LL: 560 Uniform TL: 700 =A Uniform Load A 0 Q R1 = 4278 R2 = 4278 SPAN = 12 FT Uniform and partial uniform loads are lbs per lineal ft. v�9 Fb (psi) Fv (psi) E(psi x mil Fc1(psi) Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Urntorm LL: 560 Uniform TL: 700 =A Uniform Load A 0 Q R1 = 4278 R2 = 4278 SPAN = 12 FT Uniform and partial uniform loads are lbs per lineal ft. v�9 Q BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 UPPER FLOOR FRAMING B5 Date: 2/21/14 Selection 5.1/8x 10-1/2 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adjustments Loads min ueanngArea K1= 5.4 in' R2= 5.4 in' (1.5) DL Defl= 0.13 in Recom Camber- 0.19 in Beam Span 13.0 ft Reaction 1 LL 2730 # Reaction 2 LL 2730 # Beam Wt per ft 13.08 # Reaction 1 TL 3497 # Reaction 2 TL 3497 # Bm Wt Included 170 # Maximum V 3497 # Max Moment 11367'# Max V (Reduced) 3027 # TL Max Deft L/240 TL Actual Deft L/362 LL Max Dell L / 360 LL Actual Deft L/515 aecuon in- onear(in-) I L Uetl in LL Deft 94.17 53.81 0.43 0.30 56.83 18.92 0.65 0.43 OK OK OK OK 60% 35% 66% 70% Fb(psi) Fv(psi) E(psi x mil Fc(psi) Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 420 Uniform TL: 525 =A Uniform Load A R1 3497 R2 = 3497 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. Values Adjustments Fb sl) Fv (2si) E six mil Fc -L (2si Reference Values 2400 BeamChek v2012 licensed to: WellerConsulting Engineers, P.C. Reg # 5234-65779 v �g 1.8 PLAN 1900 Ad'usted Values 2760 UPPER FLOOR FRAMING B6 650 Cv Volume 1.000 Date: 2/21/14 Selection 3-1/8x 10-1/2 GLB 24F -V4 DF/DF Lu 1.15 = 0.0 Ft Conditions NDS 2012 Ch Shear Stress Min Bearing Area R1= 2.6 int R2= 3.4 in' (1.5) DL Defl= 0.19 in Recom Camber= 0.28 in Cm Wet Use Data eam Span 13.0 ft Reaction 1 LL 1037 # Reaction 2 LL 1453 # 1.0000 Rb = 0.00 [BeamWt per ft 7.97 # Reaction 1 TL 1690 # Reaction 2 TL 2209 # m Wt Included 104 # Maximum V 2209 # ax Moment 5757'# Max V (Reduced) 1795 # L Max Defl L/240 TL Actual Defl L 1396 LL Max Defl L/360 LL Actual Dell L / 749 Attributes Section in' Shear in TL Defl in LL Defl Actual 57.42 32.81 0.39 0.21 Critical 25.03 9.76 0.65 0.43 Status OK OK OK OK Ratio 44% 30% 61% 48% Values Adjustments unnurm LL: 10U unitorm TL: 240 =A Par Unlf LL Par Unif TL Start End 180 H = 225 10.0 13.0 Uniform Load A RI =1690 R2 =2209 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. Fb sl) Fv (2si) E six mil Fc -L (2si Reference Values 2400 240 1.8 650 Ad'usted Values 2760 276 1.8 650 Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft unnurm LL: 10U unitorm TL: 240 =A Par Unlf LL Par Unif TL Start End 180 H = 225 10.0 13.0 Uniform Load A RI =1690 R2 =2209 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. a BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 MAIN FLOOR FRAMING TYPICAL JOIST Date: 2/21/14 Selection 2x 10 HF #2 @ 16 In oc Lu = 0.0 Ft Conditions NOS 2012, Repetitive Use Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min Bearing Area R1= 1.0 in' R2= 1.0 in' (1.5) DL Deft= 0.09 in Beam Span 12.5 ft Reaction 1 LL 333 # Reaction 2 LL 333 # Beam Wt per ft 0 # Reaction 1 TL 417 # Reaction 2 TL 417 # Bm Wt Included 0 # Maximum V 417 # Max Moment 1302'# Max V (Reduced) 365 # TL Max Defl L/240 TL Actual Deft L/480 LL Max Defl L / 360 LL Actual Defl L/660 section(in-) Shear Qn TL Defl in LL Defl 21.39 13.88 0.31 0.23 14.53 3.65 0.63 0.42 OK OK OK OK 68% 26% 50% 55% Unitorm LL: 53 Uniform TL: 67 =A Uniform Load A d R1 =417 R2=417 SPAN =12.5 FT Uniform and partial uniform loads are lbs per lineal ft. R Fd(psi) Fv(psi) E(psi x mil Fc I(psi) Reference Values 850 150 1.3 405 Adjusted Values 1075 150 1.3 405 CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le .= 0.00 Ft Unitorm LL: 53 Uniform TL: 67 =A Uniform Load A d R1 =417 R2=417 SPAN =12.5 FT Uniform and partial uniform loads are lbs per lineal ft. R r ¢ BeamChek v2012 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1900 MAIN FLOOR FRAMING B7 Date: 2/21/14 Selection (2) 2x 10 HF #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 4.1 inz R2= 4.1 int (1.5) DL Defl= 0.02 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 5.0 ft Reaction 1 LL 1150 # Reaction 2 LL 1150# Beam Wt per ft 6.74 # Reaction 1 TL 1679 # Reaction 2 TL 1679 # Bm Wt Included 34 # Maximum V 1679 # Max Moment 2099'# Max V (Reduced) 1162 # TL Max Defl L/240 TL Actual Defl L / -1000 LL Max Defl L / 360 LL Actual Defl L/>1000 Section in' Shear in TL Defl in LL Defl 42.78 27.75 0.04 0.03 26.94 11.62 0.25 0.17 OK OK OK OK 63% 42% 17% 15% Loads Uniform LL: 460 Uniform TL: 575 =A Par Unif TL Start End H = 90 0 5.0 H Uniform Load A —� 0 Q R1 = 1679 R2 = 1679 SPAN =5FT Uniform and partial uniform loads are lbs per lineal ft. I-p(psi) Fv(psi) E(psi x mil Fc(psi) Reference Values 850 150 1.3 405 Adjusted Values 935 150 1.3 405 CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 460 Uniform TL: 575 =A Par Unif TL Start End H = 90 0 5.0 H Uniform Load A —� 0 Q R1 = 1679 R2 = 1679 SPAN =5FT Uniform and partial uniform loads are lbs per lineal ft. G Loads Uniform LL: 500 Uniform TL: 625 =A Uniform Load A —� 0 Q R1=1661 R2=1661 SPAN = 5.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2012 licensed to: 'Weller Consulting Engineers, P.C. Req # 523465779 PLAN 1900 MAIN FLOOR FRAMING TYPICAL BEAM Date: 2/21/14 Selection 4x 10 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 2.7 in' R2= 2.7 int (1.5) DL Defl= <0.01 in. Data eam Span 5.25 ft Reaction 1 LL 1313 # Reaction 2 LL 1313 # [BeamWt per ft 7.87 # Reaction 1 TL 1661 # Reaction 2 TL 1661m Wt Included 41 # Maximum V 1661 # ax Moment 2180'# Max V (Reduced) 1173 # L Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LLActual Dell L/>1000 Attributes Section in' Shear in TL Defl in LL Defl Actual 49.91 32.38 0.03 0.02 Critical 24.23 9.78 0.26 0.18 Status OK OK OK OK Ratio 49% 30% 12% 13% Fb si Fv si E(psi x mil Fc(psi) Values Reference Values 900 •180 1.6 625 Adjusted Values 1080 180 1.6 625 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 500 Uniform TL: 625 =A Uniform Load A —� 0 Q R1=1661 R2=1661 SPAN = 5.25 FT Uniform and partial uniform loads are lbs per lineal ft.