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Home My WebLink AboutMARITIME DR SW, 3990City of Bremerton Department of Community Development PERMIT NUMBER: BB13 00391 DATE ISSUED: 10/14/2014 345 - 6th Street, Ste. 600, Bremerton WA 98337 SITE ADDRESS: 3990 MARTIME DR, LT 10� (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 5596-000-105-0003 ZONING: R10 Occupancy Group: R -3/U Name Phone Address Access Code APPLICANT: FREESTONE INC 253-896-1300 6820 20TH ST E, SUITE A EY8JB-FBVQT State Energy Code $50.00 FIFE, WA98424 ////: (F/L/RT/R/O) OWNER: FREESTONE INC 253-896-1300 6820 20TH ST E, SUITE A EY8JB-FBVQT TOTAL FEES: $3,218.25 FIFE, WA98424 4.00 CONTRACTOR: FREESTONE INC 253-896-1300 6820 20TH ST E, SUITE A EY8JB-FBVQT FIFE, WA98424 LENDER: SUBMITTED: 06/27/2013 APPROVED: 10/14/2014 EXPIRATION: 06/27/2014 STATUS: ISSUED VALUATION: ' $262,913.51 Residential Building Permit w/ Mechanical/Plumbing NEW SFR NEW SFR (BASIC BS13 00002) Mechanical Fixture Fee $159.15 50% Plan Review Fee $704.60 Building Code Edition: IRC:2012 Building Permit $2,168.00 Occupancy Group: R -3/U Plumbing Fixture Fee $132.00 Type of Construction: V -B State Surcharge $4.50 Flood Zone: State Energy Code $50.00 Setbacks: ////: (F/L/RT/R/O) .. Sanitation Method: SEWER TOTAL FEES: $3,218.25 Number of Bedrooms: 4.00 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 substantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne 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: SIGNATURE OF OWNER OR AGENT: PRINTED NAME: 14 4 (Aon DATE: f 0 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 : Mountjoy, Margret on: 10/14/2014 02:18 PM Page 1 of 4 City of Bremerton Department of Community Development 345 - 6th Street, Ste. 600, Bremerton WA 98337 (360) 473-5275 Fax: (360) 473-5278 PERMIT NUMBER: BB13 00391 DATE ISSUED: 10/14/2014 SITE ADDRESS: 3990 MARTIME DR, LT 105 1. (DCD-14) DCD: Approved Plans, Engineering, Site Plan, Permit, 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. 2. (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. 3. (Custom) ASBESTOS: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency and Washington y 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.l)scicanair.org or by phone at800-552-3565 or 206-343-8800. The L&I web site can be found at www.ini.wa.gov/TradesLicensing/LicensingReq/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.commcree.wa.gov/lead, or call: (360) 586 -LEAD (5323). 4. (DCD47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be l7 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 N inspections being performed or approvals granted. (_ 5. (DCD-04) DCD: Plan Review Requirements: The attached plan review checklist and identified corrections, along with the Energy ' `V 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. 6. (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. Pen -nits 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 permit 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. 7. (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 5' or more from the property line the fire rating may be from the insde. 8. (DCD-FUEL COMBUSTION AIR: IRC Section M1701.1. Solid-fuel-buming appliances shall be provided with combustion air in APPLIANCES) accordance with the appliance manufacturer's installation instructions. Oil -fired appliances shall be provided with combustion air in accordance with NFPA31. The requirements for combustion and dilution 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 M1307.3. 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 'A 9. (DCD-43) Under -floor Inspection: After the foundation is complete, and the floor system is framed, but prior to the installation of the r V 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. , A 10. (DCD-52) DCD: Gas Piping: Fuel or gas piping shall be inspected after the installation of fuel/gas piping is complete, and before the 1V �, 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. Printed by: Mountjoy, Margret on: 10/14/2014 02:18 PM Page 2 of 4 City of Bremerton Department of Community Development PERMIT NUMBER: BB13 00391 DATE ISSUED: 10/14/2014 345 - 6th Street, Ste. 600, Bremerton WA 98337 SITE ADDRESS: 3990 MARTIME DR, LT 105 (360) 473-5275 Fax: (360) 473-5278 17. (Custom) Development must comply with the Conditions of Plat Approval and Title 20 in the BMC. No structures shall be placed within the setbacks, driveways shall not exceed 20' in width, height shall not exceed 35' from average grade to the peak of the structure, and all development not shown on the approved plans must be submitted for review and approval prior to construction. 18. (LU9) All driveways and areas used for loading, parking, and maneuvering motorized vehicles shall have a paved surface. Two off- street parking spaces are required for every residential unit pursuant to BMC 20.48. 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 FOUNDATION - FOOT FOUNDATION - WALL FRAMING - UNDERFLOOR SHEAR WALL MECHANICAL PLUMBING - ROUGH GAS PIPING ELECTRICAL COVER FRAMING INSULATION - WALL SHEETROCK DRIVEWAY INSULATION - CEILING INSULATION - UNDERFL ENERGY - DUCT TESTIN ENERGY - AIR LEAK ELECTRICAL FINAL PW&U - SEWER LATERAL PW&U - UTILITIES PW&U - DWY APPROACH Description Foundation Footings, Property lines shall be properly identified Foundation Walls / Hold downs Underfloor Framing Inspection/Anchor Bolts & Washers/Hold Downs Shear Wall Panels/Braced Wall Panels Mechanical Rough -fn 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) Insulation - Wall Sheetrock Nailing 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 PW - Final Inspection - Utilities PW - Driveway approach final Printed by: Mountjoy, Margret on: 10/14/2014 02:18 PM Page 3 of 4 11. (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. 12. (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. 13. (DCD-08) Plumbing work shall be performed by a Level 01 Journeyman Plumber licensed in the state of Washington. �� w•� 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. �A 14. (DCD-10) A separate electrical permit issued through Labor & Industries (L&I) is required for any new, modified, repair, replacement, Ii 1` 1v9 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 within which fuel -fired appliances are installed and in dwelling units that have attached garages. 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-060) Property lines shall be properly marked. Setbacks are measured to the fnished wall of the structure. v 17. (Custom) Development must comply with the Conditions of Plat Approval and Title 20 in the BMC. No structures shall be placed within the setbacks, driveways shall not exceed 20' in width, height shall not exceed 35' from average grade to the peak of the structure, and all development not shown on the approved plans must be submitted for review and approval prior to construction. 18. (LU9) All driveways and areas used for loading, parking, and maneuvering motorized vehicles shall have a paved surface. Two off- street parking spaces are required for every residential unit pursuant to BMC 20.48. 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 FOUNDATION - FOOT FOUNDATION - WALL FRAMING - UNDERFLOOR SHEAR WALL MECHANICAL PLUMBING - ROUGH GAS PIPING ELECTRICAL COVER FRAMING INSULATION - WALL SHEETROCK DRIVEWAY INSULATION - CEILING INSULATION - UNDERFL ENERGY - DUCT TESTIN ENERGY - AIR LEAK ELECTRICAL FINAL PW&U - SEWER LATERAL PW&U - UTILITIES PW&U - DWY APPROACH Description Foundation Footings, Property lines shall be properly identified Foundation Walls / Hold downs Underfloor Framing Inspection/Anchor Bolts & Washers/Hold Downs Shear Wall Panels/Braced Wall Panels Mechanical Rough -fn 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) Insulation - Wall Sheetrock Nailing 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 PW - Final Inspection - Utilities PW - Driveway approach final Printed by: Mountjoy, Margret on: 10/14/2014 02:18 PM Page 3 of 4 City of Bremerton PERMIT NUMBER: BB13 00391 Department of Community Development DATE ISSUED: 10/14/2014 345 - 6th Street; Ste. 600, Bremerton WA 98337 SITE ADDRESS: 3990 MARTIME DR, LT 105 (360) 473-5275 Fax: (360) 473-5278 PW&U - FLDPLN FNAL PW - Floodplain Certificate Final PW&U - ROW OTHER PW - Right -of -Way Other FIRE - FINAL FIRE - Final Inspection FINAL - BUILDING Final Inspection - Building FIXTURE LIST Qty Fixture Type Qty ]Fixture Type 1 R -CLOTHES DRYER 1 R -CLOTHES WASHER l R -COOK STOVE 1 R -DISH WASHER 5 R -FAN 2 R -HOSE BIB I R -FIREPLACE -GAS 5 R -SINK 1 R -FURNACE -NATURAL 4 R-TUB/SHOWER 3 R-GASPIPE SYSTEM 3 R -WATER CLOSET 1 R -RANGE HOOD 1 R -WATER HEATER GAS Printed by: Mountjoy, Margret on: 10/14/2014 02:18 PM Page 4 of 4 SCALE:1 "=20' 4 N -� MARITIME D'R —"'--- SETBACKS Front: 15' Side: Rear: The setback is measured from the property line to the finished eXtenor wall. 55.61 LOT AREA 4346 ROOF PATIO & PORCH/DECK 2011 DRIVE & WALK 326 IMPERVIOUS AREA 2337 54% OT OQ108 105 ' ROOF 18'-22- DRAINL — — I8* FLOOR CANT. 71 1 hr CONSTRUCTION 4 +� I o COV. PATIO I I ( 2484 A STD I o 29'-11' x 55' r- I DIAG 62.61' C:) I � 2 CAR GARAGE I Wk 911q" q a 19'-1 PORCV.H C.O.OV 10' MIN. SEPARATION N 9 — — — — FROM SEWER OR CONC. - SLEEVE WATER LINE 10' UTILITY ESMT —CONNECT4"ROOF DRIVE I . J� � CONST � ` DRAINS TO PLAT PLAT`' ENTRANCE �.. STORM SYSTEM a FILTER FENCE x x—x—x ,'SEWER 24.0;) C=I678 Wg' CONC WALK w CONNECTION 4 CURB / GUTTER ,' FLAT LOT: LESS THAN 2% GRADE LOT 105 - Freestone at Bayside PARCEL #: 4,346 Sq. Ft. Date: 06/24/13 3990 MARITIME DR Freestone Bouside LLG 6820 20th 5t. E 5ulte A Fife, WA Q8424 Bose Plan. # BS1300002 I' BUILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER 3990 MARTIME DR, LT 105 NEW SFR (BASIC BS13 00002) Building ® Plumbing L Mechanical [j Alarm/Sprinkler ❑ This Placard must be posted on or near building and the Permit &. "Approved" plans must be at the site. Permit # BB13 00391 Call the followina Aaencv Teleohone 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) 473-5386 L&I - Dept. of Labor and Industry (360) 415.4000 POST ON SETE - 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; APPS: DATE n, Notes Foundation Footings, Property'lines shall be properly identified JJ U' A It), Foundation Walls / Hold downs b - _ 1,. Underfloor Framing Inspection/Anchor Bolts & Washers/Hold Downs V /I—ID .1 Shear Wall Panels/Braced Wall Panels Mechanical Rough -In Plumbing Rough -in Gas Piping Pressure Test L&I - Electrical Cover Inspection Before Framing (State of Washington) I t� Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) �{�,� ' �.Z �lD�( Insulation -Wall to .- IL( Sheetrock Nailing 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) P.P, L&I - Electrical Final Inspection 15-15- 5-hPW PW- Sewer Lateral PW - Final Inspection - Utilities; PW - Driveway approach final 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 l of 2 BUILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER 3990 MARTIME DR, LT 105 NEW SFR (BASIC BS13 00002) Inspection APP DATE vSNotes p= PW - Floodplain Certificate Final PW - Right -of -Way Other FIRE - Final Inspection Final Inspection - Building 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 p M E n 5 C "2 First American �v Title Insurance Company Office Address: 5401 32nd Avenue NW Phone: 253-851-1717 Fax: 866-235-5160 Date: 10/14/2014 RECEIPT FOR EARNEST DEPOSIT Reserve File Number (RFN): (This receipt is NOT valid without an RFN.) Funds in the amount of: $ 1,059.00 Received from: Freestone Bayside LLC (Provide name, role and phone number.) Type of Funds Received: Company Check (Identify Personal Check, Cashier's Check, or Money Order. NO CASH will be accepted.) Property Address: se, 6,mA,,,,3 Legal Description: (Provide at least one of these descriptions.) Escrow Officer Assigned to File: Earnest Money Received By: Tricia Robinson (Type Name) + Signed If this payment is not strictly in accordance with the terms of the escrow, account documents, or Trust agreement and any notices there under, it is subject to acceptance. "The validity of this receipt, for the deposit referenced, is subject to clearance by the depository financial institution and credit to our account." Ik(y South Kitsap School District Receipt for Impact Fees for Residential Building Permits Contractor's Name: Freestone DFF Bayside, LLC 68202 01h Street E, Suite A Fife WA 98424 Ph: 253-896-1300 Contact: Jessica Hecker, Cell: 253-381-3027 This document reflects receipt of payment from the above contractor in.the amount of $5,195.00 for payment of impact fees on for the following permits (at $1,039.00 per permit: Lot Permit # 105 BB13 00391 103 BB14 00682 Address 3990 Maritime Dr. 3998 Maritime Dr Parcel # Amount 5596-000-105-0003 $1039.00 5596-000-103-0005 $1039.00 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 Kelly Griebel, Director of Business Services at (360) 874-7015. For SKSD Accounting Purposes Only: Receipt # Date Check # SDSD Signature Contractor Signature B -004 10/14/14 484 3VD-SLeslie Foos iessiz�-++e I e+er-IEI e P -af e.0 " & r,:fi 4j CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT 345 - 6th Street, Suite 600, Bremerton, WA 98337 (360)473-5275 Fax: (360) 473-5278 PERMIT NUMBER: B131 00391 DATE ISSUED: ASSESSOR NUMBER: 042301-1-065-2004 ZONING: R10 SITE ADDRESS: 3990 MARTIME DR, LT 105 APPLICANT NAME: FREESTONE BAYSIDE LLC PHONE: (206) 255-0782 ADDRESS: 6820 20TH ST E STE A, FIFE, WA 98424 OWNER NAME: FREESTONE BAYSIDE LLC PHONE: (206) 255-0782 ADDRESS: 6820 20TH ST E STE A, FIFE, WA 98424 CONTRACTOR: FREESTONE INC PHONE: (206) 255-0782 ADDRESS: 6820 20TH ST E, FIFE, WA 98424 LENDER NAME: PHONE: 0- ADDRESS: SUBMITTED: 06/27/2013 APPROVED: EXPIRATION: 12/24/2013 STATUS: PENDING VALUATION: $262,913.51 Residential Building Permit w/ Mechanical/Plumbing State Energy Code $50.00 16-4580 NEW SFR (BASIC BS13 00002) ZO'IZ- 50% Plan Review Fee $704.60 16-4580 Building Code Edition: IRC149 State Surcharge $4.50 0236 Occupancy Group: R-3 Plumbing Fixture Fee . $132.00 2213 Type of Construction: Type V, Unprotected Mechanical Fixture Fee $159.15 2215 Flood Zone: Building Permit $2,168.00 2211 Setbacks: (Front) (Side) (Rear) (Other) TOTAL FEES: $3,218.25 Sanitation Method: Public Sewer System Number of Bedrooms: 4 Square Footage: R-3 Residential, 1 & 2 Family, Type VB 2,484 U Utility/Deck Covered (All Types) 244 U Utility/Private Garage, Type VB 393 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) 415-4000 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 borne 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 conditions of this permit including all conditions of zoning, building codes, and.State and Federal laws. SIGNATURE OF OWNER OR AGENT: PRINTED NAME: 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. 10. (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. 10. (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 '5' or more from the property line the fire rating may be from the insd.e. 10. (DCD-FUELAPPLif ;COMBUSTION AIR: IRC Section M1701.1. Solid -fuel -burning appliances shall be provided with combustion air in accordance with the appliance manufacturer's installation instructions. Oil -fired appliances shall be provided with combustion air in accordance with NFPA 31. The requirements for combustion and dilution air for gas-fired appliances shall be in accordance Page 1; �� I I'9 YM111 RECE1vv1'z D PERMIT CENTER ' City of Bremerton b� RE,'SIDENTU L JUN. 5 2093 : • •• Building Permit'Application Department of Conununity Development Department of Community Development • 345 - 6th Street, Suite 600 ' Bremerton ' WA ' 98337-1873 (360) 473-5275 ' Fax (360) 47375278 ' www.ci.bremerton.wa.us ,---"---- To a4ply for a property address, contact Public Works at (360) 473-5270 CONTRACTOR: OWNER: - Address: sa D14 E Address: City,State, Zip: a City, State, Zip: License # & Exp. Date:�S Phone #: 6-j Contact Name: Contact Phone #: S $ — ( Authorized Agent Name: G Address: to $.'10 aD Email address: C{C@ - i ,.State Zi Tax ID/Parcel #: I Phone #: (a S3) 1. (no 30 CC&U (�] Sewer ❑ Septic Email address: [N NEW SINGLE-FAMILY RESIDENCE Ej RESIDENTIAL REBUILD ❑ NEW DUPLEX E] RESIDENTIAL ADDITION ❑ NEW MANUFACTURED HOME ❑I RESIDENTIAL REPAIR ❑ NEW GARAGE/CARPORT ❑I 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 d'emo/id7issuance.❑ OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELI E? YEScope of work proposed:CILtaAe Square Footage: Building: 1st Floor Basement G1 1s 3 2nd Floor;�� 'Other--2nd-Floor I Deck(s): Valuation Plan Review FeePermit Fee Surcharge Total Fees U --T T- i 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 applicants shall be extended more than once. Inorder to renew action on an application after expiration, the app ' shall resubmit plans and ply a new plan review fee. l licant's Signature Rev. Oct. 2008 (Print) Date s (Continued on back) I I i I RESIDENTIAL SITE PLAN QUESTIONNAIRE 1 Site Address: 3990 MARITIME DR 2 Are any areas being developed on the site within 200 feet of the shoreline? Yes / NOTE: If yes, please fill out a Shoreline Permit Submittal Checklist (WAC 173-27-180) CRITICAL AREA CHECKLIST: Slope is calculated by dividing the vertical distance by the horizontal distance and then multiplying the result by 100. Example: Lot 105 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. X 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. Distance = 100' Other (please describe): Lots are Eroded Flat - +/- ZY. 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 / 10 Is there an apparent wetland present on the site or on properties within 200 feet of the site? Yes / RESIDENTIAL DEVELOPMENT WORKSHEET: What is the amount of grading proposed (in cubic yards), not including foundation area? Fill amount 20 Cut amount 20 Total grading Balances NOTE: Grading over 50 cubic yards requires a separate permit. Will the grading material be imported or exported? Yes / 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. DESCRIPTIONS PROPOSED „ Front yard setback 20 Rear yard setback* 15 Side yard setback 5 Side yard setback 5 Maximum height 27'-6" Development coverage** 2.337 sq_ft (54%) Number of off-street parking spaces 4 Residential Questionnaire *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. Revision: October 2008 PERMIT CENTER Dent. of;Community Development*345 — 61h Street, Suite 600*Bremerton* WA*98337-1873 Nm NN ---L )N j' I.�.. . �' Um •, ax' NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE AIR HANDLING UNIT >IO,000CFM ATMOSPHERIC VACUUM BRKR 1-5 AIR HANDLING UNIT <10,000 CFM S BATH FAN AND/OR EXHAUST FAN ATMOSPHERIC VACUUM BRKR >5 . BACKFLOW DEVICE <=2" CLASS I HOOD & DUCT SYSTEM BACKFLOW DEVICE > 2" CLASS 2 HOOD &DUCT SYSTEM BUILDING SEWER CLOTHES DRYER W/ EXHAUST I CLOTHES WASHER COMMERCIAL FURNACE/DUCT I COMMERCIAL FLOOR DRAIN COMM. FURNACE>100,000 BTUS DISHWASHER COMPRESSORS DRAIN PIPENENT PIPE ALTERATION COOK STOVE W/ EXHAUST DRINKING FOUNTAIN DUCT CHANGE W/O NEW FURNACE FLOOR DRAIN ELECTRIC FURNACE/HEAT PUMP FLOOR SINKANDIRECT WASTE EVAPORATIVE COOLER GREASE INTERCEPTOR FIREPLACE -GAS OR GAS LOG INSERT HOSE BIBBS FIREPLACE -WOOD, OR WOODSTOVE GAS WATER HEATER & VENT INDUSTRIAL SAND/OIL INTERCEPTOR LAWN SPRINKLER W/ BACKFLOW DEV. GAS PIPING ROOF DRAIN MISCELLANEOUS MECHANICAL SHAMPOO SINK W/ BACKFLOW DEVICE NATURAL GAS FURNACE/DUCTING SINK LAV, KITCHEN MOP OR BAR PROPANE FURNACE/DUCTING SUMP PUMP PROPANE TANK <2000 GALLONS TUB AND/OR SHOWER UNIT UNIT HEATZR WATER CLOSET AND/OR URINAL OTHER: AE 1 1 OTHER: OTHER: nTHFR. MECHANICAL FEES: PLUMBING FEES: TOTAL FEES: Applicant's Signature Date 6JlS0C QaZ Permit Center Dept. of Community Development JAN i A 345 - 6" Street, Suite 600*Bremerton*WA*98337=1873 WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD IN 2009 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 constivct 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 M1508)) CFM Exhaust'Fan'Flow Rating Per TableyM1508.2 (attached):Location of whole house exhaustfan(s) must be shown on the plans. • Fan Controls: 24 hour clock timer with capability of continuous operation, manual and automatic control & accessible • Whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.5.or less at 0.1 inches w.g. • Outdoor Air shall be distributed to each habitable ro_om.by individual Outdoor. -Air inlets. Exception: Exhaust only ventilation systems do not require outdoor air inlets if the home has a ducted forced air heating system that communicateswith all habitable rooms and the interior doors are undercut a minimum of %z inch. Option 2. Whole house Ventilation Integrated with a Forced Air bleating System(IRC Section M1508 51) • 4 inch Fresh air duct, connected to the furnace return plenum sized Pe-rfTable M1508 6:2 (attached)f 4 . " • Fresh Air inlet duct Damper Selection: (Choose one),"{ , ' KMotorized Damper (no testing of ventilation flow rates as long as the prescnpbve duit sizing per`Table.M1.508.6.2.are met Q Manual Damper meeting Table 3-2 Flow rates: CFM (see attached Table M1508.62) rl Automatic Flow -Regulated Device (Requires field testingw. calculation ) • Outdoor Air inlets shall be screened or otherwise protected from entry by leaves or,other matenal and located • All Vendlation supply ducts in the conditioned space Mall be'insulated.to a,mininium oFR-4 v Option 3. Whole house Ventilation Using a Supply Fan (IRC L'Section YM1508) inch Outdoor air inlet duct, connected to the fumacesupply air stream, sized Per Table'M1508 62 (attached)` .:: • Fresh Air inlet duct Back -draft Damper Selection: (Choose Calibrated manual volume damper installed and set to meet the measured flow ratesin,Table 3 2,(attached) by field testing with a pressure gauge and/or following manufacturer's installation instructions. y- t A manual volume damper Installed and set to meet the -measured flow rates specified in Table M1508.6:2 bq field testing with a flow hood or flow measuring station. 4,. An automatic flow -regulating device sized to the specified flow rate m'Table M1508:6:26 provides constant flow over'a pressure range of 0.20 to 0.60 inches water gauge. „L ., . • 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 td:a minimum"of R-4 s`ni ®Option 4. Whote house Ventillaflo ationUsng°a bleat Recovery,VentllationSystem.= • All ductmork'.in heat -recovery system shall be at least 6 inches in diameter I 1 • General Requirements v 4S At the time of final inspection, the automatic controi time shaii be set to operate the whole house fan for at least 8 hours per. day, A label shall, be affixed to, the. control that reads "Whole House Ventilation" (see operating j 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 therfollowing locations (WSEC 5014):- • a) Wiring / plumbing/ duct register penetrations b)°Rim,joist°/ mud sillx(heatedtlower-floors) c) Light fixture / flue'pehetrataons d) Around window and door frames Aiiflowc;.between fresh airs:portsr,.OR openable screened windows and whole -house fan ensured by undercut door (minimum.1/i'�, or grilles. (IRC M1508.4.5) REFEttEIV•CE'TABLES , Table M1508.2 Whole House Ventilation mina rnum4Ventilatton,Rates• C na ns' ousl' 0 erated stems cfm r•k,F..: ' 0 Floor Area (ftz) i, 6,i; a ,e" -- Number;of Bedrooms: Minimum Flexible ' Volumes from . Duct Diameter: <1500 30.,. 45 60 75 90 1501`. - 3000.: 45 '.60 " '`,75 .,: x"90 105;. 3009 = 4500 90 `150 cfm F 7";5 90 y.105;, 120 . 4501 —,6000: _::#, . , 75.. =:.90 ! ,^ ,1,Mt ?1 20 6001:7 7500 90 :1;05, ` ,;120 "' _''135 ; - 150< >7500 105: 120 935` ' '150,, 165;' T M 50 Prescri `tiveSu I ,Fan f)uct Si zin i i I i I Supply Fan`Tesfed,CFM.at0.461F wg i, 6,i; a ,e" -- , MlhimumSmoott Minimum Flexible ' Volumes from . Duct Diameter: DuctDiameter T bl -408 fi '° 5�90'cfm" 4 inch. -S:inch. 90 `150 cfm 5 inch 6 inch 150 Z50'cfm. 6 incto. 7,inch 250-400 cfm 7 mct . . PRESCRIPTNE�'T a�8E�1TIN�SYENvSIZII�BG, 6 t All heatin a ui merit must be sized using a recognized engineerih g practice Typical sources include g Q ,P ASHRAE Handbook of Fundamentals {tY,1 3F` �! z,a #� r f k 14 +. s • ACCA,Manual J, 8m Edition; Residential Load,Calc%lation.e ry{ r ^� r rF r ,; calculation i , 3` 7 3 _;,ACCA' ManuaC,N Commerci �' a�u %C�:��`� a �'. >jL':' �".. _.. • ��st.;>� t«..i. ':rr:}t ? e � .rf'tia'"�:.s3 T i` t.••...k,��';t;^..tr.� -SSS t ZaOOoZ, Ventilation System Operating Instructions Whole House Ventilation Systems Integrated with a Forced Air Heating System' Your new home has been constructed to use energy efficiently, while maintaining a healthy indoor environment with good supply of fresh air. To help you achieve these benefits, we recommend that you take a few minutes to read these instructions. Your home has been constructed to the most current requirements of the Washington State Energy Code (2003 edition) and the Washington State Ventilation and Indoor Air Quality Code (2003 edition). This means your home and the ductwork of your heating system have been well sealed, which limits uncontrolled exchange of air between the indoors and outdoors. The amount of fresh air provided to your home is under your control. You can increase the ventilation rate of your home by opening - windows, or by operating your mechanical ventilation systems. Your home has two types of mechanical ventilation: spot ventilation fans, and a whole house ventilation system integrated with your heating system. Spot Fans: A spot fan has been installed in each bathroom, the utility room and the 1 kitchen. If your home includes an indoor spa, or any other room that may need additional ventilation, a spot fan will be included there as well. The purpose of spot ventilation is to control excess moisture, odors, or chemical byproducts at the source. It is far mon; effective to quickly eliminate moisture and pollutants when they are created than to allow them to dissipate slowly over time. Controlling moisture reduces the cause of many molds and protects the finishes of your home. Controlling odors and chemical byproducts reduces any health hazard that may be associated with them. It is particularly important to operate your kitchen fan if you have a gas or propane range. As well as removing moisture and odors created by cooking, your kitchen exhaust fan removes the unhealthy byproducts of combustion, including carbon monoxide and nitrogen oxides. i A I I Recommended spot fan operation: When the ventilation timer calls for ventilation, the furnace fan motor turns' on: If the ventila- • Turn on the spot fan whenever moisture, odors, tion system is equipped with a mechanical household-chemicais, or -combustion -byproduct$ dar per 'it afsa are present in the room, such as during shower- •The furnace fan pulls fresh air through the fresh ing, washing clothes, or cooking. air intake into the return air duct. • Since moisture vapor, odors, and combustion Fresh air is then distributed to: the home byproducts tend to linger, run the spot fan for through the supply air ducts.of, the heating up to 60 minutes beyond the activity that _ produced them. Whole house ventilation integrated When the ventilation tinier shuts of% the furnace fan motor t . ms off. If the system Lias, a me - with the heating system. chanical damper, the damper also c loses: The forced air heating system in this home is equipped with a ventilation system. This system includes a fresh air intake connected to the return air duct (retarn air is the airthat flows into your heating system), a damper that controls the amount of air that enters the system, and a timer that controls when the system operates. To' change the amount of ventilation in your home adjust the" timer to increase or decrease the time the system operates. In some cases you may also;, want to adjust the damper. Here's how the system works: I SUPPLY DUCT FRESH AIR INTAKE I DAMPER R RETURN DUCT TIMER FURNACE; FAN Figure 1. Whole (house ventilation system integrated with a forced air heating system. Note: If your system is n!!?t equipped wuith a mechanical damper, your home will also„receive ventilation whenever the system fan operates, includihq when it's onto provide,heating or cooling. Selecting a Whole House Ventilation= Schedule: Your.contractor has set the timer on..your ventilation system to provide a minirnl,A-of eight hours of ventilation per day. To get the, benefits of the system, you'll want to adjust the timer to suit your own schedule. • Run the system more when you expect to be home, or when more people are expected to be in the home. • Set the timer to cycle the system on and -off for short periods. For example, 10 minutes on 20 minutes off. • . Use the manual control to turn the system on when large groups gather in your home. TIM@'OF DAY PINS AUTO. RUNTIME, BASIF.D ON TIMER ON: CONTINUOUS OPERATION- Figure PERATION Figure 2. Typical whole house ventilation timer. 2 VentlOation System operating InstructiOns Dampers: There are three types of dampers allowed by the ventilation code. Figure 3 identifies these dampers and describes how they work. This system uses the damper checked below. 0 Manual Damper 0 Constant Air Flow Regulator 0 Motorized Damper As required by code2, your heating contractor has tested the flow reate of fresh air brought into your home and set the damper accordingly. Manual Damper Operation: In normal operating conditions, the damper is always open, regardless of the settings on the ventilation timer. The home receives ventilation whenever air handler fan turns on, or when the thermostat calls for heating or cooling. Using the timer to regulate the ventilation rate is always the best choice. But because this system provides ventilation to the home whenever the air handler fan operates, ventilation rates may be excessive during very cold or very hot weather. This can mean wasted energy and an uncomfortable home. In this case, you may wish to adjust the manual damper. Before doing so, keep a few things in mind: Ventilation System Operating Instructions • Before you change the damper setting, make note of the position of the damper adjustment. You will need to return the damper to this setting when the extreme weather passes. • Only reduce the ventilation rate when abso- lutely necessary. • Be aware for signs of under -ventilation, includ- ing smells and high humidity. MANUAL OAMPER AIR VOLUME ADJUSTMENT FIXED: ALWAYS OPEN. CONSTANT AIRFLOW REGULATOR INTERNAL BLADDER REGULATES AIR VOLUME BASED ON RETURN DUCT AIR PRESSURE ALWAYS OPEN. MOT0917EO DAMPER A MOTOR OPENS THE DAMPER ONLY WHEN VENTILATION 15 CALLED FOR BY THE TIMER. VOLUME 15 REGULATED 13Y OPEN DAMPER POSITION ADJUSTMENT. Figure 3. Selection of dampers used to meet the VIAQ code. 3 V I Constant Air Flow Regulator: (CAR) References In normal o Lerating conditions, the damper is regardless of the settings-omtha= ' "Prescriptive Requirements for Intermittent Whole HouswVentiladon Integrated %rith a Forced= always-operr;{ ventilation timer. The'home receives ventilation whenever the timer turns on the air handler fan, or Air System," Chapter 3, Section 303.4.2, Washington state Ventilation and Indoor Air Quality when the thermostat calls for heating or cooling. Code (2000 edition) (effective July 1, 20011, This type of damper is always open. No manual or damper State Building Code Council. automatic adjustments are available with this 2 "Ventilation Rates for All Group R Occupancies system. Four Stories and Less," Chapter 3, Table 3.2, Washington State Ventilation and Indoor Air Quality Motorized Damper Operation: Code (2000 edition) (effective July 1, 20011, This system is controlled by the whole house Washington State Building Code Council ventilation schedule you have programmed on your timer. This system only provides ventilation when the timer calls for ventilation. No other user adjustments are needed. Combinations of Dampers: While the code requires only one of the dampers noted here, a manual damper or CAR may be used in conjunction with a motorized damper. The motorized damper controls On/Off functions, while the manual damper or CAR regulates the airflow rate. Additional Information: Funded by: For more Information on the Washington State Energy Code, or the Washington State Ventilation and Indoor Air Quality Code, visit: http://www.energy.wsu.edu/code COOPERATIVE EXTENSION WASHINGTON STATE UNIVERSITY = y ` unites states %e ENERGY PROGRAM L ", Department of Energy oy 'WES NORTHWEST in ! In ENERGY 0 EFFICIENCY ALLIANCE www.nwaIIinace.org ® 2002 Washington State University Extension Energy Program. This instructionsheet contains material written and produced for public distribution. You may reprint this written material, provided you do not use it to endorse a commercial product. Please reference by title and credit Washington State University Extension Energy Program. Published September 2002. WSUEEP2002=023 4 Venti0an tio System Operating Instructions t� {o t BASIC PLAN CHECKLIST ueveloper/Applicant Office Use Only NAME i'rr?2f e E r PERMIT # FIT BASIC # US I''3o PLAN QLSq CODE CYCLE Basic Approval Date: 2D This checklist accompanies your "Basic" permit issuance & approval for use. This Basic permit may be used during the current code cycle and must be re- established upon the adoption of new code edition. For future submittals using your established basics, your submittal documents will consist of the following: City of Brccieriu- JUN GZ*�,, 5 2013 ✓ This Completed Checklist ✓ Completed Application ✓ 4 Site Plans showing location .of structure on parcel ✓ Site Specific letter from Engineer of Record approving the use with original seal & signature or blanket letter. Engineer's License Expires Basic will need a new letter for the Basic Permit after this date. ✓ 2 Copies of approved basic plans i ✓ 2 Copies of approved engineering calculations and structural pages ✓ 2 Copies of approved Energy Form ✓ 2 Copies of approved Mechanical & Plumbing forms ✓ Clearly identify all options to b'e used and cross off all options NOT used ✓ 2 copies of the Geotechnical Engineer Report if performed for the site ✓ Septic: 2 Copies of accepted site plan or concurrent review from Health District i tment of Development Jeannie Vaughn From: Rick Carlile <Rick@freestonecompan ies.comy Sent: Tuesday, September 03, 2013 11:05 AM To: Jeannie Vaughn Subject: One Hour Construction Attachments: One Hour Wall GA# WP 3510. PDF Hi Jeannie Here is the Gypsum Association One Hour Wall Detail we would propose to use. It is GA File # WP 3510. We would use 5/8" Type X Exterior on the outside. Thanks Rik 6v4& P7afetit'11 wa yew 9wedzolm 6WA4.1w 0�im 253 S16-1300 && 253 381-6080 R402.1.1 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. 1110/15/21.+TB" means R-10continuous 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. i The second R -value applies when more than half the insulation is on the interior of the mass wall. j 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. .... . ... ... ....... ... ....... ... . ............................................... lNindow Skylight and. Door Schedule ... . Project lnformation :.:: ... Contac : n ,ormabon.: Freestone tan 2484 Ba ,side Axel Adalswhi son � ,.. .. a .. ,� v _ �� , t ,,� '. ) 782 L.. •• 0... 3,3Y. 3 -, .. 9, a; ,,,,-i 11H,, , ..' _ . ..s .>, w+w,,,, ., �n 3�ii.Nxr.,.,,, ,-:.. „•°easx,,,,,,,, , ,,,„ ., ':' , ,,., ,.1 _. ., , '.,, ,,. , .,, ,: . 3 ,;,,✓, ,a - ':' ,6255-. .. ,.13,k3d,, ,�fe. 11 i.,. �' s3'e1111�Wxa. , .$ �'�' � ., }�-,«�� „ � [ H .. ........... 1. Width Height Ref.'. U4ktor.: Qt. F. eet "`h: F - Inch Area UA . .. Exempt. 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'.�� ,3N''� 'i . y .. t i �& W 13d'�¢'kz, - -- zk d ,_ ) •... 33fl3.� ;,L7> '. ... 0.0 ..:. 0:..00. 33 'r r{ - a y Y iiT .�0.0 O.Oo ,«,:;� .,.$,S��ilA,� �. ,,, ,,s ':,,, ,• '.w�.,�". 33.3j�..ra,�„ '_„ '�. '.Y3 ,,. ,fi? Suri of Vertical Fenestration Area and UA 387.5 .. im.25 - Vert . ical Fenestrat►en Area Weighted U . UA/Area ' 0.30: ...... Overh:ead:Glazmg (Skylights) Component: Width Height.. . . . bescri tion : Ref. .U-factor Qt. Feet "`h Feet: "�h Area:': '. ;UA::. �6+� a E �ii3 3 M 0 0 0..0 . . 0' 3' a , ,a „�'. , , 3 ^Y} ;.,.a 3u;�'r , �� .' . �qz,1 b9. 3 �: 3 i3 00 X0ev0 i >3v '. ,:. „3? ..33y .x33iA&3 3. 3 3 >3. 3>3 3 3 3 }�y(�3g� ,, , E 334. 3 .33 .. �. ,';,�,ii3'�3�33 ,x,33 „ �.,. ,,. ,,,, _, S0„ , .,. '.,, 333a3ok 3�,3�3 >>M3 .;,wsssY i➢F ,, ,, ., .tom -. 2HIen"s bj3 Y3 .it'?i6E �3�ia}3�3S,a...., -•x xVsw .' 0-.0 .0.0.0 e.,... '3iyt3gi33� 3 r3t�3 iP3f f9 G 3ii3� _ Yg 3 33333 33j33 Fi�. t��} 3 �� '3A%>�4 3"9"� v 33 xi�,a,' 0.0. 0.00: �3'2 i � 3333a��c„ 3 )�� '33� , ism 33. '�,.�aww'f5�3'i�, u� his ',ice 331` 33�� —0. 0 - 0.00' fl3i}i}3}eF i X33 v xx»» Y 3 -.y3=r S ,1 fit fir(33 .. i??53. 3^ u, 3 uL' :?$ .3 0 0.00. '. '. _. .', ... .'.'. .' S ...... iwerhea Glazing Area and UA _ 0 0 0:00 Overhead :Glazihi : Area Weighted U UA/Area . 0.00. TOfa1 Sum :Of FeneStra%IOn Area. and 11A (for:heating system sizing. calculations) 408 0:.:120;35 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Ener4v Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACOA 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 WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information X Area = Design Temperature Contact Information Frestohe tan24&4 aha side.. Itistrt;ct4or s Q� m Axel,Atlalsi:einsson Bremerton i 4T = Indoor (70 5 Area of Buildinq a; 246 U -Factor Conditioned Floor Area Above Grade Walls (see Figure n No selection >..:• Heating System Type: U-Factor All Other Systems Q Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions'. X Area = Design Temperature 0.50 trz5tructions R 49 Itistrt;ct4or s Q� m Design Temperature Difference (OT) Bremerton i 4T = Indoor (70 degrees) - Outdoor Design Temp Area of Buildinq w U -Factor Conditioned Floor Area Above Grade Walls (see Figure n No selection Instructions Conditioned Floor Area (sq ft). 4A U-Factor Average Ceiling Height Floors Conditioned Volume lostructions Average Ceiling Height (ft) 167.83 21,114 Glazing and Doors U -Factor X Area = UA Instructions 30.54 =- JAW � . 0.30 408 ;F 122.40 Skylights Instructions Insulation X Area = Attic 0.50 trz5tructions R 49 � )�'. U -Factor X Area = Single Rafter or Joist Vaulted Ceilings 0.026 Instructions Select R Value w U -Factor E _ Above Grade Walls (see Figure n No selection lnstru0ions R-21 IntermLdlate 4A U-Factor X Area Floors 0.056 Instructions 167.83 R 30 X Area UA 0.029 Below Grade Walls (see Figure 1) 30.54 Instructions � Select R -value � . UA No selection Slab Below Grade (see Figure 1) --- In Sl'rUCtHOnS &Iect conditioning amra�� X Length Slab on Grade (see Figure 1) No selection• instruetioE s Select R Value --- F-Factor X Length Location of Ducts No selection 9nsirucliUs;s ,; _,:_ --- Unconditioned Space�,�', U -Factor X Area = UA 0.50 IFF,' - U -Factor X Area = UA 0.026 f 1,597E 41.52 U -Factor X Area UA No selection b --- U-Factor X Area UA 0.056 ;2 997-j 167.83 U -Factor X Area UA 0.029 1„053 30.54 U -Factor X Area UA No selection --- F-Factor X Length UA No selection• ,`, --- F-Factor X Length UA No selection ,' _• --- Sum of'UA Duct Leakage Coefficient 1.10 362.29 41 Envelope Heat Load 14,854 Btu / Hour Sum of UA X 4T Air Leakage Heat Load 9,349 Btu / Hour VolumeX 0.6XOTX.018 Building Design Heat Load 24,203 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 26,624 Btu I 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 37,273 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) 5 t3bOo�Z.. WCJ A N I 52� P f WELLER CONSULTING,ENGINEERS, P.C. 21925 8th Place W • Bothell, WA 98021 • Ph (425) 488 -9868 • Fax (425) 486 - 6715 • wcengr@comcast.net TO: City of Bremerton Building Department January 11, 2013 Plans Examiner RE: Plan 2484 Weller Consulting Engineers, P.C. Job # 1.2-054 This plans has been designed with the following criteria Wind speed 85 mph -- 3 sec gust Exposure B Seismic Category D Snow Load 25 psf I have reviewed the attached plans.. They reflect the intent of the structural design as described in the calculations. Byf' Mark F. Weller, P.E. President r / 11 //3 r WCE WELLER CONSULTING ENGINEERS, P.C. ` 21925 8th Place W Bothell, WA 98021 • Ph (425) 488 -9868 • FD -x (425) 486 - 6715 • wcengrVcoincast. net TO: City of Bremerton Building Department June 14, 2013 Building Official RE: The "Bayside" plat, Lot #'s 1-125 Weller Consulting Engineers, P.C. Job # 12-049, 12-050, 12-051, 12-052, 12-053, 12-054. & 12-055 I have reviewed the soils report provided by Associated Earth Sciences & dated December 10, 2012. The previously submitted structural calculations by Weller Consulting Engineers, P.C. for plans 2463, 1713, 1538, 2174, 1900, 2484, & 2313 conform to the recommendations as set forth in the geotech report. V Ei IF;.S 04/25// A STRUCTURAL DESIGN FOR PLAN 2484 JAN 15 2013 BREMERTON, WASHINGTON NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a WELLER CONSULTING PROJECT NO. 12-054 21925 8TH PL W DATE 11/28/12 BOTHELL, WA 98,021 PREPARED BY Mark Weller, P. E. (425) 488 - 9868 (425) 486 - 6715 FAX 2 DESIGN CRITERIA PER THE, 2009 INTERNATIONAL BUILDING CODE EARTHQUAKE PER SECTION 1613 Design Per ASCE 7-05 Section 12.8 Equivalent Lateral Force Procedure Base Shear: V = Cs * W1, Cs= Seismic Re�'sponse Coefficient W = Effective Seismic Weight Site Project Specific Disign Values: Ss = 1.55 per USGS S, 0.54 per USGS Site Class D (Default) Seismic Design Category D R = 6.5 from Table 12.2-1 IW = 1.00 CS=0.1590 per Section 12.8.1.1 WIND DESIGN PER SECTION 1609 (Allowable Stress Design) Design per ASCE 7-05 Section 6.4 Design Wind Pressure: Ps = X * 1W * PS30 where: X = Exposure Factor KzT = Topographic Factor Iw = Importance,, Factor PS30 = Base Design Pressure Site/Project Specific Values: Basic Wind Speed = 85 mph (Vi.) X = 1.00 Expoitire "B" (<30') "Urban Clustered Area" KzT = 1.00 IW = 1'00 PS30 = see ASCE 7-05, Figure 6-2 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans WOOD DESIGN per Sections 2301 & 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light. -Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304.,9.1 ANCHOR BOLTS: 518" 0 x 10", A307 or better, w/ 7" min. Embedment. 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WALLS =Q mol "e.cfjT �1 ADD TS22 BEAM TO WALL TOP PLATE O BLOCK UPPER FLOOR SHEATHING PANEL EDGES THIS AREA O3 PROVIDE 10d @ 4" O.C. UPPER FLOOR SHEATHING TO BLOCKING ® ADD (8) A35 BLOCKING TO WALL TOP PLATE Q5 EXTEND GARAGE DOOR HEADER TO CORNER, PROVIDE NAILING PER DETA © A HTT 5 MAY BE USED IN LIEU OF AN STHD10RJ HOLDOWN, SEE DETAIL D Q HDQ8, SEE DETAIL E O HDQ8, SEE DETAIL F NOTE: ALL EXTERIOR _WALLS TO RV QW -6 U.N.O, MAIN FLOOR SHEAR 'WALLS kyr O1 CONCRETE STEM WALI-70 BE 4' ABOVE GARAGE SLAB O2 PROVIDE 3" NOMINAL SILL PLATE (J3 A HTT 5 MAY BE USED IN LIEU OF STHDIORJ HOLDOWN, SEE DETAI ® SSTB28 FOR HDQ8 ABOVE, SEE DETAIL E . 0 SSTB28 FOR HDQ8 ABOVE, SEE DETAIL F 3 NOTE: USE 5/8" 0 ANCHOR BOLTS W/ 3" x 3" x 1/4" WASHERS 5'-0" O.C. U.N.O OA (2) 5/8" A.B. REQ'D © (3) 5/8" A.B. REQ'D (9) 5/8" A:B: REQ'D FOUNDATION PLAN wcWELLER CONSULTING ENGINEERS, P.C. 21925 8TH PL W • BOTHELL, WA 98021 PH. (425) 488 - 9868 • FAX (425) 486 - 6715 DETAIL A 0 TRU55E5 PER PLAN 8d (0.131) 0 6" O.C. ROOF 5HEATHING VENTED 13LOCKING HI 0 24" O.C. JOB NAME PLAN 2464 JOB NUMBER 12-054 PREPARED BY MW DATE 1 I / 28 / 12 SHEET NO. Lb OF 1_1.0 DETAIL B 8d (0.131)0 6" O.C. ROOF 5HEATHING SHEATH TRU55 PER 5W-4, PROVIDE INTERMEDIATE FRAMING A5 REQUIRED 8d (0.131) 0 4" O.C. 8d (0.131) 0 4" O.C. 2 x _ A5 REQUIRED SHEAR WALL PER 'LAN wcWELLER CONSULTING ENGINEERS, P.C. 21925 8TH PL W • BOTHELL, WA 98021 PH. (425) 488 - 9868 • FAX (425) 486 - 6715 DETAIL C 11 WINDOW / DOOR FRAMING WINDOW / DOOR HEADER PROVIDE (2) ROWS OF 8d 0 2" O.C. 5HEAK WALL TO HEADER JOB NAME PLAN 2464 JOB NUMBER 12-054 PREPARED BY MW DATE 11 / 28 /12 SHEET NO. L'( OF Llo DETAIL D DETAIL E c_HF#25TUD5 HOLDOWN '6 )15T W/ 50LID BLOCKING .ATE OF#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 F 11 DF#2 HOLDOWN 26 )IST W/ SOLID BLOCKING LATE JOB NAME PLAN 2464 JOB NUMBER 12-054 PREPARED BY MW DATE 11 / 28 /12 SHEET NO. u O OF UO & GIRDER TRUSSES U.N.O HEADERS: 4 x 8 DF # 2 U.N.O. NOTE: PROVIDE (7) 2 X TRIMMER @ ALL HEADERS U.N.O ROOF FRAMING PLAN (ELEV A) �I HEADERS: 4 x 8 DF # 2 U.N10, (NOTE: PROVIDE (11 2 X TRIMMER @ ALL HEADERS U.N.O ROOF FRAMING- PLAN (ELEV B) FV?-] DESIGN LOADS: FLOOR DL = 10 PSF LL = 40 PSF JOISTS: 2 x 12 HF #2 Cad 16" O.C. FJ1: 2x12HF#2@1,2"O.C. NOTE. PROV/DE LUS28 HANGERS A ALL FLUSH FRAMED ENDS HEADERS: 4 x 8 DF # 2 U.N'.O. NOTE: PROVIDE (9) 2 X iTR/MMER @ ALL HEADERS U.N.0 H1: 3118 x 16 1/2 GLB (24F -V4) 1-12: 4x10 DF#2 BEAMS: i NOTE: PROVIDE (2) 2 X POST @ ALL BEAMS d N.0. B1: 51/8 x 10 1/2 GLB (24F -V4) 62: 31/8 x 10 1/2 GLB (24F -V4) 133: (2) 2 x 12 HF # 2 134: 6 3/4 x 15 GLB (24F -V4) 135: 51/8 x 13 1/2 GLB (24F -V4) 66: (2) 2 x 12 HF # 2 COLUMNS: Cl: (2)2x4 HF#2 C2: 6 x 6 P.T. W/ AC6 & AB66 C3: 4 x 4 P.T. W/ AC4& AB44 C4: (4)2x4HF#2 0 C5: (3)2x6 HF#2 HANGERS: HG01: HUC610 HGR2: HUC210-2 NOTE: PROVIDE (2) ROWS OF 1/4" x 4 1/2" SDS NOTE: PROVIDE SOLID FRAMING SCREWS @ 16" 01C. LEDGER TO RIM IN JOIST SPACE TO FOUNDATION AT ALL TRUSS LEDGER CONNECTIONS FOR ALL PT. LOADS ABOVE UPPER FLOOR FRAMING PLAN G Z- E{L,e2 \ IV -31 c5 DESIGN LOADS: FLOOR DL =10 PSF LL = 40 PSF JOISTS: 2 x 10 HF # 2 (546" O.C. NOTE. PROVIDE CUS210I HANGERS (off ALL FLUSH FRAMED ENDS BEAMS: 4 x 8 DF # 2 U.N.O. NOTE: PROVIDE 4x 4 POST @ ALL BEAMS U.N. 0. p PROVIDE 4 x 6 POST @ ALL BEAM SPLICES U.N.O. NOTE: PROVIDE SOLID FRAMING IN JOIST'SPACE TO FOUNDATION FOR ALL PT. LOADS ABOVE 7 LEI MAIN FLOOR FRAMING PLAN 11 FV4- _ BeamChek v2009 licensed to: Weller Consulting Engineers, P.C. Reg # 523465779 PLAN 2484 ROOF FRAMING GTI (FOR REACTIONS ONLY) Date: 11/27/12 Sele I 5-1/8x 16-1/2 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2005 Min bearing Area R1= 4.2 int R2= 4.2 in= (1.5) DL Defl= 0.64 in Recom Camber= 0.95 in Data Beam Span 30.0 ft Reaction 1 LL 1500 # Reaction 2 LL 1500 # Beam Wt per ft 20.55 # Reaction 1 'rL 2708 # Reaction 2 TL 2708 # Sm Wt Included 616 # Maximum V 2708 # 20312 W Max V (Reduced) 2460 # LMax,Moment ax Dell L /240 TL Actual Dell L / 309 ax Defl L / 360 LL Actual Defl L / 683 Attributes Section in' Shear int TL Defl InLL Defl Actual 232.55 84.56 1.16 0.53 Critical 94.48 13.37 1.50 1.00 Status OK OK OK OK Ratio 4I / 16% 78% 53% Fb si Fv(psi) E(psi x mil Fc(psi) Values e Values 2400 240 1.8 650 Values 2580 276 1.8 650 Adiustments'e 0.935 tion 1.15 1.15 EAded itive 1.00 r Stress N/AUse 1.00 1.00 1.001.00 ty 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 100 Uniform TL: 160 =A Uniform Load A Q R1 = 2708 R2 = 2708 SPAN = 30 FT Uniform and partial uniform loads are lbs per lineal ft. Attributes BeamChek v2009 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 2484 TL Defl in LL De ROOF FRAMING TYPICAL HEADER 25.38 Date: 11/27/12 Selection 4x 8 DF -L #2 22.47 Lu = 0.0 Ft Conditions NDS 2005 Status OK OK Min Bearing Area R1= 2.9 in= R2= 2.9 in' (1.5) DL Defl= 0.04 in Data Beam Span 5.5 ft Reaction 1 LL 1134 # Reaction 2 LL 1.134 # Beam Wt per ft 6.17 # Reaction 1 TL 1832 # Reaction 2 TL 1832 # E(psi x i Bm Wt Included 34 # Maximum V 1832 # 180 Max Moment 2519'# Max V (Reduced) 1429 # 1346 TL Max Defl L/240 TL Actual Defl L 1720 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section In Shear in TL Defl in LL De Actual 90.66 25.38 0.09 0.05 Critical 22.47 10.36 0.28 0.18 Status OK OK OK OK Ratio 73% 41% 33% 26% Fb(psi) Fv(psi) E(psi x i Values Reference Values900 180 1.6 Adjusted Values 1346 207 1.6 Adiustments CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Cl Stabilitv 1.300 1.15 1.00 1.15 N/A 1.00 1.00 1.00 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 413 Uniform TL: 660 =A Uniform Load A R1-1832 R2 = 1832 =5.5FT Uniform and partial uniform loads are lbs per lineal ft. 625 625 1.00 v� SPAN Loads Uniform LL: 53 Uniform TL: 67 =A Uniform Load A R1 -467 R2 = 467 SPAN = 14 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 2484 UPPER FLOOR FRAMING TYPICAL JOIST Date: 11/27/12 Selection 2x 12 HF 92 @ 16 In oc Lu = 0.0 Ft Conditions NDS 2005, Repetitive Use Min Bearing Area R1= 1.2 int R2= 1.2 in= (1.5) DL Defl= 0.07 in DataBeam Span 14.0 ft Reaction 1 LL 373 # Reaction 2 LL 373 # Beam Wt per ft 0 # Reaction 1 TL 467 # Reaction 2 TL 467 # Bm Wt Included 0 # Maximum V 467 # Max Moment 1633'# Max V (Reduced) 404 # TL Max Defl L / 240 TL Actual Defl L / 614 LL Max Defl L / 360 LL Actual Defl L / 845 Attributes Section (in') Shear (ins) TL Defl (in)i LL Defl Actual 31.64 16.88 0.27 0.20 Critical 20.05 4.04 0.70 0.47 Status OK OK OK OK Ratio 63% 24% 39% 43% Fb (psi) Fv (psi) E(psi x mil Fc sl Values Reference Values 850 150 1.3 405 Adiusted Values 978 150 1.3 405 Adjustments 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 Loads Uniform LL: 53 Uniform TL: 67 =A Uniform Load A R1 -467 R2 = 467 SPAN = 14 FT Uniform and partial uniform loads are lbs per lineal ft. ` BeamChek v2009 licensed to: Weller Cons Ring Engineers, P.C. Reg # 5234-65779 PLAN 2484 UPPER FLOOR FRAMING FJ 1 Date: 11/27/12 Selection 2x 12 HF #2 @ 12 in oc Lu = 0.0 Ft Conditions NDS 2005, Repetitive Use Min Bearing Area R1= 1.2 in' R2= 1.2 in' (1.5) DL Defl= 0.23 in Data Beam Span 20.0 It Reaction 'I LL 400 # Reaction 2 LL 400 # Beam Wt per ft 0 # Reaction 1 TL 500 # Reaction 2 TL 500 # Bm Wt Included 0 # Maximum V 500 # Max Moment 2500'# Max V (Reduced) 453 # TL Max Defl L / 240 TL Actual Defl L 1281 LL Max Defl L / 360 LL Actual Defl L/386 Atttfbutes Sectionin' Shear in TL Defl in LL Defl Actual 31.64 16.88 0.85 0.62 Critical 3.69 [__907% 4.53 1.00 0.67 Status OK OK OK OK Ratio 27% 85% 93% Fb(psi) Fv(psi). E(psi x mil Fcl si Values Reference Values 850 150 1.3 405 Adjusted Values 978 150 1.3 405 Adjustments 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 Loads Uniform LL: 40 Uniform TL: 50 = A Uniform Load A RI = 500 R2 = 500 SPAN = 20 FT Uniform and partial uniform loads are lbs per lineal It Values Values BeamChek v2009 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 2484 Fc(psi) UPPER FLOOR FRAMING TYPICAL HEADER 625 alues Date: 11/27/12 Selection 4x 8 DF -L, #2 Adiustmenlsactor 1.300 Lu = 0.0 Ft Conditions NDS 2005 1.00 1.00 ive Min Bearing Area R1= 3.5 in' R2= 3.5 in' (1.5) DL Defl= 0.01 in Data Span 3.5 ft Reaction 1 LL 1422 # Reaction 2 LL 1422 #am 1.00 Wt per ft 6.17 # Reaction 1 TL 2181 # Reaction 2 TL 2181 # [Beam Wt Included 22 # Maximum'V 2181 # x Moment 1908'# Max V (Reduced) 1428 # 400 H = 500 Max Defl L / 240 TL Actual Defl L / >1000 0 3.5 LL Max Deft L / 360 LL Actual Defl L / >1000 Attributes Section in' _Shear (in') TL Defl (in) LL Defl Actual 30.66 25.38 0.03 0.02 Critical 19.57 11.90 0.18 0.12 Status OK OK OK OK Ratio 64% 47% 16% 14% Values Values Fb(psi) 900 Fv(psi) E_fpsi x mil 180 Fc(psi) 1.6 625 alues 1170 180 1.6 625 Adiustmenlsactor 1.300 ion ffted 1.00 1.00 ive 1.00 Stress N/A se 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 413 Uniform TL: 660 =A Par Unif LL Par Unif TL Start End 400 H = 500 0 3.5 I = 80 0 3.5 I H Uniform Load A 0 Q R1=2181 R2=2181 SPAN =3.5FT Uniform and partial uniform loads are lbs per lineal ft. 0 ` BeamChek v2009 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 2484 _ UPPER FLOOR FRAMING TYPICAL HEADER Date: 11/27/12 Selection 4x 8 DF -L #2 Conditions NDS 2005 Lu = 0 0 Ft Min Bearing Area R1= 3.3 in' R2= 3.3 in' (1.5) DL Deft= 0.03 in Data eam Span Wt ft 5.5 ft 6.17 Reaction 1 LL 1650 # Reaction 2 LL 1650 # per m Wt Included # Reaction 1 TL 2079 # Reaction 2 TL 2079# [86am 34 # Maximum V 2079 # ax Moment 2859'# Max V (Reduced) 1623 # L Max Defl L/240 TL Actual Defl L/684 L'Max Defl L/360 LL Actual Defl L / 952 Athibutes Section in Shear in TL Defl 'in LL Defl Actual 30.66 25.38 0.10 0.07 Critical 29.33 13.52 0.28 0.18 Status OK OK OK OK Ratio 96% 53% 35% 38% Values e Values Fb (psi)Fv 900 si E si x mil Fc (psi) 180 Adjusted Values 1170 1.6 625 180 1.6 AdjustmentsFactor 1.300 625 tion 1.00 1.00itive r 1.00 r Stress N/A Use 1.00 1:00 1.00;C0.00 ty 1.0000 Rb = 0.00 Loads Uniform LL: 600 Uniform TL: 750 =A Uniform Load A 0 R1 = 2079 R279 SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. v�o Uniform Load A -1 Pt loads: 31 R1 = 3866 R2 = 4279 SPAN = 16.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 2484 UPPER FLOOR FRAMING Hi Date: 11/27/12 Selecfion 3=1/8x 16-1/2 GU3 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 5.9 in' R2= 6.6 int (1.5) DL Deft= 0.39 in Recom Camber- 0.59 in Data am Span 16.5 It Reaction 'I LL 1515 # Reaction 2 LL 2160 # am Wt per ft 12.53 # Reaction 'I TL 3866 # Reaction 2 TL 4279 # Wt Included rBm 207 # Maximum V 4279 # x Moment 19174'# Max V (Reduced) 3629 # Max Defl L/240 TL Actual Defl L / 339 LL Max Deft L/ 360 LL Actual Defl L/>1000 Attributes Section in' Shear in TL Defl (in) LL Defl ActualE59% 80 51.56 0.58 0.19 Critical6 19.72 0.83 0.55 Status OK OK OK Ratio 38% 71% 35% Fb (psi) Fv ( siZ E(psi x mil Fc I si Values e Values 2400 240 1.8 650 Values 2760 276 1.8 650 Ad/ustmentse 1.000 tion 1.15 1.15 rAded itive 1.00 r Stress N/A Use 1.00 1.00 1.00 1.00 ty 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 100 Uniform TL: 160 =A Point TL Distance Par Unif LL Par Unif TL Start End B = 1867 5.25 180 H =225 5.25 16.5 1= 80 5.25 16.5 Uniform Load A -1 Pt loads: 31 R1 = 3866 R2 = 4279 SPAN = 16.5 FT Uniform and partial uniform loads are lbs per lineal ft. Uniform Load A R 1-2463 R2 = 2463. SPAN = 6.5 FT Uniform and partial uniform loads are lbs per lineal ft. V� Z BeamChek v2009 license-to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 2484 UPPER FLOOR FRAMING H2 Date: 11/27/12 Se/ec ion 4x 10 DF-L #2 Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 3.9 in= R2= 3.9 in' (1.5) DL Defl= 0.03 in 0� m Span 6.5 ft Reaction 1 LL 1950 # Reaction 2 LL 1950 # m Wt per ft 7.87 # Reaction 1 TL 2463 # Reaction 2 TL 2463 # Wt Included FTL 51 # Maximum V 2463 # Moment 4002'# Max V (Reduced) 1879 # ax Deft L/240 TL Actual Dell L/859 LL Max Deft L / 360 LL Actual Defl L/>1000 Attributes Section in' Shear in' TL Deft in LL Dell! ActualE.44.47 32.38 0.09 0.07 Critical 15.66 0.33 0.22 Status OK OK OK Ratio 48% 28% 30% Fb(psi) Fv si E(psi x mil Fc I Insil Values Values 900 180 1.6 625 Values 1080 180 1.6 625 AdjustmentsFactor 1.200 tion 1.00 1.00 E�ne itive 1.00 r Stress N/A Use 1.00 1.00 1.00 1.00 ty 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 600 Uniform TL: 750 =A Uniform Load A R 1-2463 R2 = 2463. SPAN = 6.5 FT Uniform and partial uniform loads are lbs per lineal ft. Uniform Load A R1-1331 0 SPAN = 20 FT R2 = 1331 Uniform and partial uniform loads are lbs per lineal ft. Beam v3 Chek v2009 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 2484 UPPER FLOOR FRAMING B1 ' 61 Date: 11/27/12 Selection 5-1/8x 10-1/2GLB 24F-V4 DF/DF Conditions NDS 2005 Lu Min Bearing Area R1= 2.0 in' R2= 2.0 in' (1.5) DL Defl= 0.35 in Recom Camber= 0.53 in Data Beam Span 20.0 It Reaction 1 LL # Reaction 2 LL 750 # Beam Wt per ft Bm Wt Included 13.08 # Reaction 1 TL 13310 # Reaction 2 TL 1331 # 262 # Maximum V 1331 # Max Moment 6654# Max V (Reduced) 1214 # TL Max Den L/240 TL Actual Den L/367 LL:Max Defi 1-1110 LL Actual Den L / 792 Attributes Section in Shear to TL Deft in LL Deft Actual 94.17 53.81 0.65 0.30 Critical 28.93 6.60 1.00 0.67 Status OK OK OK OK Ratio 31% , 12 /0 o 65 /0 45% Values Rece Values Fb si 2400 Fv si E 240 si x mil Fc si Value- alues 2760 276 1.8 650 1.8 Adjustmentse 1.000 650 ation 1.15 1.15 itive rAd 1.00 r Stress N/A Use 1.00 1.00 1.00ty 1.00 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 75 Uniform TL: 120 =A Uniform Load A R1-1331 0 SPAN = 20 FT R2 = 1331 Uniform and partial uniform loads are lbs per lineal ft. B = 1331 2,0 Uniform Load A —� Pt loads: R1 1319 0 SPAN = 5 FT R2 = 1052 Uniform and partial uniform loads are lbs per lineal ft. v�� ueamcnek V2009 licensed to: Weller ConsuMing Engineers, P.C. Reg # 5234-65779 PLAN 2484 UPPER FLOOR FRAMING B2 Selection 3-1/8x 10-1/2 GLB 24F -V4 DF/DF Date: 11/27/12 Conditions NDS 2005 Lu = 0.0 Ft Data Min Bearing Area R1= 2.0 in= 6 in= (1.5) DL Defl= 0.02 in Recom Camber= 0.03 in R2= 1=Moment2222# r ft 5.0 ft 7.97 Reaction 1 LL 313 # Reaction 2 LL 313 # Smded # Reaction 1 TL 1319 # Reaction 2 TL 1052 # 40 # Maximum V 1319 # 2222 '# Max V (Reduced) 1137 # L / 240 TL Actual Defl L/>1000 L / 360 LL Actual Defl L / >1000 Attributes Section in' Shear in TL Dell in LL Defl Actual 32.81 0.02 <0.01 Critical .66 [Z7.42 6.18 0.25 0.17 Status OK OKOKOKRatio 7% 19% 9% 2% Values ce Values Fb si 2400 Fv si E(psi 240 x mil Fc(psi) Values 27601.8 1.8 650 me 1.000 650 fAd'usted ration 1.15 1.15 titive 1.00 ar Stress N/A Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 125 Uniform TL: 200 =A Point TL Distance B = 1331 2,0 Uniform Load A —� Pt loads: R1 1319 0 SPAN = 5 FT R2 = 1052 Uniform and partial uniform loads are lbs per lineal ft. v�� 0 R1 R2 = 1867 BACKSPAN = 6 FT OH = 1.5 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. Vis oeamc:neK V2009 licensed to: Weller Consulting Engineers, p. C. Reg # 5234-65779 PLAN 2484 UPPER FLOOR FRAMING B3 Selection (2) 2x 12 HF #2 Date: 11/27/12 Conditions NDS 2005 Overhang Lu = 0.0 Ft Lu @OH = 0.0 Ft Min Bearing Area R1= 2.8 in' R2= 4.6 irn' (1.5) DL Defl= 0.021n, Data am Span 6.0 ft Reaction 1 LL 569 # Reaction 2 LL Wt per ft Wt Included 8.2 # Reaction 1 TL 1120# Reaction 2 TL 1867 # [88eam Moment 62 # 1574'# Maximum V 1269 # Max V (Reduced) 896 Overhang Lengthft Defl L/240 # TL Actual Defl L / >1000 Total Beam Length OHTLActualDefl 75 ftMax L/<-1000 Attributes ax Deg L/360 LL Actual Deg L / >1000 OH LL Actual Defl L/<-1000 Actual Section in' 63.28 Shear in TL Defl in LL Deg OH TL Deg OH LL Deft Critical 19.33 33.75 7.79 0.03 0.01 -0.02 -0.01 Status OK OK 0.30 0.20 O 0.15 0. Ratio 31% 23% oK OK 9/0 OK OK K 5% 15% 9 Values Reference Values Fb si 850 Fv si E six mil 150 Fc I (psi) Ad•usted Values 978 1.3 173 405 Adjustments CF Size Factor 1,000 1.3 405 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 Cl Stability @ OH 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 163Uniform TL: 260 =A Uniform Ld on Backs an Par Unif LL Par Unif TL Start End 40 H=50 0 6.0 1= 80 0 6.0 163 K = 260 (OH) 0 1.5 40 L = 130 (OH) 0 1.5 R1 R2 = 1867 BACKSPAN = 6 FT OH = 1.5 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. Vis Pt load: R1 = 7071 L\ R2 = 5871 SPAN = 20 FT Uniform and partial uniform loads are lbs per lineal ft. v�� BeamChek v2009 licensed to: Weller Consulting Engineers, p. C. Reg # 5234-65779. PLAN 2484 UPPER FLOOR FRAMING B4 Date: 11/27/12 Selection 6-3/4x 15 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 10.9 ins R2= 9.0 int (1.5) DL Oefl= 0.39 in Recom Camber= 0.58 in Data 20.0 ft Reaction 1 LL 4347 # Reaction 2 LL 4074 # ft 24.6 # Reaction 1 TL 7071 # Reaction 2 TL 5871 # F8eamWtperft ed 492 # Maximum V 7071 # 32867'# Max V (Reduced) 6178 # L / 240 TL Actual Den L / 288 L / 360 LI -Actual Defl L / 538 Attributes Section in Shear in' TL Defl in LL DO Actual 253.13 101.25 0.83 0.45 Critical 171.90 38.61 1.00 0.67 Status OK OK OK OK Ratio 68% 38% 83% 67% Values Reference Values Fb sl 2400 Fv(Psi) E(psi x mil Fc(psi) 240. Adjusted Values 2294 1.8 650 240 1.8 650 Adiustmenfs Cv Volume 0.956 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Shear Stress N/A m Wet Use [Ch 1.001.00 1.00 1.00 I Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 280 Uniform TL: 350 = A Point TL Distance Par Unif LL Par Unif TL Start End B-1120 7.0 80 H=100 0 7.0 120 1= 150 7.0 20.0 100 J = 160 0 7.0 K = 80 0 7.0 Pt load: R1 = 7071 L\ R2 = 5871 SPAN = 20 FT Uniform and partial uniform loads are lbs per lineal ft. v�� R1 SPAN = 14 FT R2 = 7223 Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to: Weller Consulting Engineers, P.C. We—g-#-5-23-4-6-5779 PLAN 2484 UPPER FLOOR FRAMING B5 Date: 11/27/12 Selec ion 5-1/8x 13-1/2 GLB 24F -V4 DF/DF Conditions NDS 2005 Lu = 0.0 Ft Min Bearing Area R1=11.1 in' R2= 11.1 in' (1.5) DL Defl= 0.29 in Recom Camber= 0.43 in Data r ft 14.0 ft 16.81 Reaction 1 LL 4428 # Reaction 2 LL 4428 # ded # 235 # Reaction 1 TL 7223 # Reaction 2 TL 7223 # =Included Maximum V 7223 #t 25279'# Max V (Reduced) 6062 #L / 240 TL Actual Deft L / 287L / 360 LL Actual Defl L / 561 Attributes Section (in!j Shear in TL Deft in LL Defl Actual' 155.67 69.19 0.59 0.30 Critical 109.91 32.95 0.70 0.47 Status OK OK OK OK Ratio 71% 48%84% o 4 64% Values Reference Values Fb si 2400 Fv sl E si x mil Fc I sl 240 Ad'usted Values 2760 1.8 650 276 1.8 Adjustments Cv Volume 1.000 650 Cd , Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress NIA 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: 220 Uniform TL: 275 =A Par Unif LL Par Unif TL Start End 413 H=660 0 14.0 1= 80 0 14.0 R1 SPAN = 14 FT R2 = 7223 Uniform and partial uniform loads are lbs per lineal ft. m. a . V ' BeamChek vf� v2009 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 2484 UPPER FLOOR FRAMING B6 Date: 11/27/12 Selection (2) 2x 12 HF #2 Conditions NDS 2005 Lu=00Ft Min Bearing Area R1= 3.0 in' R2= 3.0 in' (1.5) DL Defl= 0.14 in Data an 11.0 R Reaction 1 LL 495# Reaction 2 LL per ft 8.2 # Reaction 1 TL 1200 # Reaction Z TL 495 #cluded 1200 #ent FBeam 90 # Maximum V 1200 # 3300'# Max V (Reduced) 996 # efl L / 240TL Actual Defl L/630 efl L / 360 LL Actual Def! L / >1000 Attributes Section in' Shear in TL Defl in I -L Defl Actual 63.28 33.75 0.21 0.07 Critical 46.59 9.96 0.55 0.37 Status OK OK OK OK Ratio 74% 29% o 8 38 /0 18 /o Values Reference Value:1-0000 Fb si 850 si F:NA i E si x mil Cc -L Ad'usted Values850 1.3 .405 1.3 Adjustments CF Size Factor000 405 Cd Duration.00 . Cr Repetitive .00 Ch Shear Stress Cm Wet Use .00 1.00 1.00 Cl Stability Rb = 0e = 0.00 Ft Loads Uniform LL: 40 Uniform TL: 50 =A Par Unif LL Par Umf TLStart End 50 H=80 0 11.0 I = 80 0 11.0 R1 = 1200 L N = SPAN = 11 FT R2 1200 Uniform and partial uniform loads are lbs per lineal ft. Unifor L d_ RI = 367 = SPAN = 11 FT R2 367 Uniform and partial uniform loads are lbs per lineal ft. BeamChek V� V2009 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 484 PLAN 2LJOIST TYPICAL J MAW FLOOR FRAMING Sete 1 2x 10 HF #2 @ 16 In oc Date: 11/27/12 Conditions NDS 2005, Repetitive Use Lu = 0.0 Ft Min Bearing Area R1= 0.9 int R2= 0.9 in' (1.5) DL Defl= 0.05 in Data Beam Span 11.0 ft Beam Wt er ft P Reaction 1 LL 293 # Reaction 2 LL 293 # 0 # Sm Wt Included 0 # Reaction 1 TL 367 # Reaction 2 TL 367 # Max Moment 1008'# Maximum V Max V (Reduced) 3165 # TL Max Def! L / 240 TL Actual Defl L / 704 LL Max Defl L / 360 LL Actual Defl L/968 Attributes Section in Shear in TL Defl in LL Den Actual Critical 21.39 13.88 0.19 0.14 Status 11 25 3.15 OK 0.55 0.37 Ratio OK o 53 /0 23% OK OK 34% o 37 /o Values Fb si Values 850 Fv si E si x mil Fc (psi) Values 1075 150 1.3 150 405 A bstmentsFactor 1,100 1 3 405 tion 1.00 1.00 rnece itive 1,15 r Stress N/A se 1.00 1.00 1.00t Y 1.0000 Rb = 0.00 Le = 0.00 Ft 1.00 Loads Uniform LL: 53 Uniform TL: 67 =A Unifor L d_ RI = 367 = SPAN = 11 FT R2 367 Uniform and partial uniform loads are lbs per lineal ft. Adfustments 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 1000 Uniform TL: 1250 =A Uniform Load A 0 Q R1 = 1884 R2 = 1884 SPAN = 3 FT Uniform and partial uniform loads are lbs per lineal ft. • ULo BeamChek v2009 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 2484 MAIN FLOOR FRAMING TYPICAL BEAM Date: 11/27/12 Selection 4x 8 DF -L #2 Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 3.0 in' R2= 3.0 in' (1.5) DL Defl= <0.01 in. Data Beam Span 3.0 ft Reaction 1 I_L 1500 # Reaction 2 LL 1500 # Beam Wt per ft 6.17 # Reaction 1 TL 1884 # Reaction 2 TL 1884 # Bm Wt Included 18 # Maximum V 1884 # Max Moment 1413'# Max V (Reduced) 1125 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L / >1000 Attributes Section in' Shear in TL Defl in LL Defl Actual 30.66 25.38 0.01 0.01 Critical 14.49 9.38 0.15 0.10 Status OK OK OK OK Ratio 47% 37% 9% 10% Fb(psi) Fv(psi) E(psi x mil Fc(psi) Values Reference Values 900 180 1.6 625 Ad'usted Values 1170 180 1.6 625 Adfustments 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 1000 Uniform TL: 1250 =A Uniform Load A 0 Q R1 = 1884 R2 = 1884 SPAN = 3 FT Uniform and partial uniform loads are lbs per lineal ft. I P ocamuneu v2t709 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 2484 TYPICAL BEAM MAIN FLOOR FRAMING Selection4 ,x 8 DF -L. #2 Date: 11/27/12 Conditions NDS 2005 Lu = 0.0 Ft Data Min Bearing Area R1= 2.4 int R2= 2.4 int (1.5) DL Defl= 0.03 in Beam Span P Beam Wt per ft 6.0 6.17 1 LL 1200 # Reaction 2 LL 1 TL 1200 # 8m Wt Included 37 # 1518 # Reaction 2 7L 1518 # V Max Moment 2278#duced) 1518 # :C- 15 # TL Max Defl L / 240DeflLL L / 786L/360Defl Max Defl L/,1000 Attributes Actual Section in' Shear in TL Defl in LL Den Critical 30.66 23.36 25.38 0.09 0.07 Status OK 10.11 OK 0. Ratio o 76 /0 40% OK OK OK K 31 % 33% ValuesFb Reference Values (psi) 900 Fv lncn E six mil Fc si Ad'usted Values 1170 180 1.6 625 180 Adjustments CF Size Factor 1.300 1.6 625 Cd 'Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 Cl Stability1.00 1.00 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 400 Uniform TL: 500 =A Unifor---Load Q I R1 = 1518 Q SPAN = 6 FT R2 = 1518 Uniform and partial uniform. loads are lbs per lineal ft. Vz� -� t �I�I 00007-- SPIRED -=—_ 'i a �-1 �t�11IA\/Atlf CENTL E� a RESIDENTIAL �tl�� a 14 2014 Building Permit Application j F City of Bremerton, DCIS 1)eveloument. " 345 - 6th Street. Suite 600 ' Bremerton ' WA " 99137-1873 .��" 473-5275 ` Pas 00 473-5278 ' ww-w.ci Site Address: -MSG -Y) A To apply for a property address, contact Public Works at (360) 473-5270 CONTRACTOR:` OWNER:V e�2 ' Address: Address:k.6-6Z M\h A 1E,\ � City, State, Zi _q City, State, Zi _ X4214- License # & Exp. Date: Git_p1 A 11NI Phone #: L53 Contact Name: e S o, eY Authorized Agent Name: Contact Phone #: 256 t ,d \IQID Address: Email address:, Q Ah1 - Cit ' State, Zip: Tax ID/Parcel C )D 9,wcne #: ( ) ['Sewer ❑ Septic Email address: kia !000Iicafrc�n,fril'� FCease check '`� Neer C rtstructton,, Addts �—tet �s, EO'NEW SINGLE-FAMILY RESIDENCE ❑ RESIDENTIAL REBUILD ❑ NEW DUPLEX ❑ RESIDENTIAL ADDITION ❑ NEW MANUFACTURED HOME ❑ RESIDENTIAL REPA'TINALED F-1NEW GARAGE/ CARPORT F-1NEW 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: 56A y ey z1 1Tffi-y-\ Square Footage: Building: 1st Floor U"DBasement Garage: 1st Floor 2nd Floor <355_6 Other Ie 2nd. Floor Do—vel" Valuation Plan Review Fee Permit Fee Surcharge I Total Fees lo-7a.5D 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. Kw v CC °SCC ev- I1 (t(' p cant's Signature (Print) Date Rev. Oct. 2008 (Continued on back) 44. Tlllil-il I Z j ALUG 14 2014 wa PERMIT CENTER � city of Bremerton, DCQ Dept. of Community Development*' — 61h Street. Suite 600* Bremerton* WA*98337-1873 vain+ �""x �o. CONTRACTOR: Freestone Inc, OWNER: Freestone Bayside, LLC Address: 6820 20th St E. Suite A Address: 6820 20th St E. Suite A City, State, Zip: Fife, WA 98424 City, State, Z,1 : Fife, WA 98424 License #: FREESI" 969NZ Phone # ( 253 ) 896-1300 Contact Phone #: 253 896-1300 Tax ID/Parcel #: 5596 -000 -XXX -000 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/OREXHAUST FAN _ BACKFLOW DEVICE <=2" CLASS I 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>1'00,000 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 i GAS WATER' HEATER & VENT LAWN SPRINKLER W/ BACKFLOW DEV. GAS PIPING ROOF DRAIN MISCELLANEOUS MECHANICAL SHAMPOO SINK W/ BACKFLOW DEVICE i NATURAL GAS FURNACE/DUCTING 5 SINK (LAV, KITCHEN, MOP OR BAR PROPANE FURNACE/DUCTING SUMP PUMP PROPANE TANK (<2000 GALLONS) 2 TUB AND/OR SHOWER UNIT UNIT HEATER 3 WATER CLOSET AND/OR URINAL OTHER: OTHER: OTHER: OTHER: MECHANICAL FEES: PLUMBING FEES: TOTAL FEES: P icant's Signature Date Permit Center Dept. of Community Development 5-6%4 FREESTONE 6820 20th Sliest End Sub A FHe, WA 88424 �a4s\40 345-6 lh 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. FlOption 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. 8 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.� Whole house Ventilation Integrated with a Forced Air Heating System (IRC Section M1507.3.5) • �_ inch Fresh air duct, connected to the furnace return plenum, sized Per Section M1507.3.3. • 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 11 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. FA 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. ❑ An automatic flow -regulating device sized to the specified flow rate in Table M150713.30) 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 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 F1Option 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 shall be installed on the inlet and exhaust side. • Flow measurement grids°shall be installed on the supply and return • System miriimum 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 0 Ventilation Supply Ducts in the conditioned space upstream of the heat exchanger shall be insulated to a minimum of R4 FREESTONE - 8820 20th S"d East Suite A Fff% WA 88424 General Requirements 3e `�,o At the time of final inspection, the automatic control time shall be set to operate the whole se fa 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 Svstwm'Airflow ROD RPnUil9ments (nfml Floor Area (ft') 0-1 Number of Bedrooms 2-3 4-5 6-7 >7 X1500 30 45 60 75 90 1501-3000 `45 60 )C 75 90 105 3001- 4500 60 75 90 105 120 4501- 6000 1175 90 105 120 135 6001 - 7500 90 105 120 135 150 >7500 — 105 120 135 1 150 165 Table M1507.3.3(2) Intermittent Whole House Mechanical Ventilation Factors Run -Time Percentage in Each 4 -Hour Segment 25% 1 331%. 1 50% 66% 75% 100% Factor 4 77 2 1.5 1.3 1.0 Table M1507.3.6.2 Prp.wrintive Suneiv Fan Duct Sizina 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, 8m Edition- Residential Load Calculation. • ACCA Manual N -Commercial Load Calculation. WSEC: www.energV,wsu.edu/c9de I I` Supply Fan Tested CFM at 0.40" w.g. Specified Volume Minimum Smooth Minimum Duct Diameter Flexible Diameter Duct fromfrom Table bl .3 50-90 cfm —4 inch — ` 5 inch _90-15_0 cfm_ _5 inch) - 6 inch 150-250 cfm 6 inch 7 inch j 250-400 cfm 7 inch 8 mch 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, 8m Edition- Residential Load Calculation. • ACCA Manual N -Commercial Load Calculation. WSEC: www.energV,wsu.edu/c9de I I` - AWE Heating n n d Air Conditioning 4703 — 116th 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 — 1hr OFF 75% run time: 60cfm x 1.3 = outside air set at 78cfm Karen Kliemann Kliemann Brothers Heating 253-537-0655 _ I O:NVSEC Code docsNentilation Air Report Tan Size - 4-5 bed 1501-3000 - 75cfm i Printed 8/19/14 J,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 0.5 lb R -Value U -Factor Fenestration U -Factor n/a 0.30 Skylight LI -Factor n/a 0.50 Glazed Fenestration SHGC ' n/a n/a Ceiling 491 0.026 Wood Frame Wall ' ' 21 int 0.056 Mass Wall R -Value' 21/2 1 0.056 Floor 30 0.029 Below Grade Wall 10/15/21 int + TB 0.042 Slab R -Value & Depth 10, 2 ft n/a "Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date rNN 7x;Zr UEY 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: Eli.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. P/12. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. ❑3. 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) 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 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf 2.00 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int.= intermediate framing. 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.E ` "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, orA 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. 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. Size: Washington State 13 The glazing (window) and door portion of this calculator assumes the installed glazing and door produ t we area weighted averag --UU- =f of 0.30. The incorporated insulation requirements, are the minimum prescriptive amounts specified by the 201 C. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections inM4W'^ rd�-jow� qr each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, '_lease call the WSU Energy xtension Program at (360) 956-2042 for assistance. _ _ N Area of Building Conditioned Floor Area Instructions IConditioned Floor Area (sq ft) Average Ceiling Height Instructions ' Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Conditioned Volume Attic 12,919 Instructions f R-49 U -Factor X Area - UA Single Rafter or Joist Vaulted Ceilings 15,952 Btu / Hour Instructions Select R Value R Above Grade Walls (see, Figure i) 0.30 Instructions a - R-21 Intermediate We,,289 Floors 86.70 Instructions X Area = Below Grade Wall: Instructions l Slab Below Grade Instructions No selection LiL Sum of UA Duct Leakage Coefficient 1.10 249.54 Envelope Heat Load Conditioned Volume Sum of UA X A 12,919 Air Leakage Heat Load U -Factor X Area - UA Building Design Heat Load 15,952 Btu / Hour 40, Building and Duct Heat Load 0.30 Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 We,,289 86.70 U -Factor X Area = UA 0.50: --- U-Factor X Area - UA 0.026 ,898„ 23.35 U -Factor X Area UA No selection ;',•:: --- U-Factor X Area UA 0.056 1,9$8, 111.33 U -Factor X Area UA 0.029 971, ', 28.16 U -Factor X Area UA No selection F -Factor X Length UA No selection „ - F -Factor X Length UA No selection LiL Sum of UA Duct Leakage Coefficient 1.10 249.54 Envelope Heat Load 10,231 Btu/ Hour Sum of UA X A Air Leakage Heat Load 5,721 Btu / Hour VolumeX 0.6XATX.016 Building Design Heat Load 15,952 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 17,547 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 24,565 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 Window, Skylight and Door Schedule Project Information Ref. U -factor Exempt Swinging Door (24 sq. ft. max.) K Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U -factor Width Height Area UA .� M I MI ME .e � 110 M 111 M I11 Overhead Glazing (Skylights) Component Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area rtes. u -tactor Width Height Ot. Feet inch Feet inch 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) 11 111 � 11 111' 11 111 11 111 11 111 11 111' 11 111 289.21 86.76 0.30 Area UA 11 111 � 11 111' 11 /f1 11 111 11 111' �I AUG 14 2014 MYQf.Bremertor,..D.CD,..:., WCEWELLER CONSULTING ENGINEERS, P.C. 21925 8th Place W • Bothell, WA 98021 • Ph (425) 488 -9868 • Fax (425) 486 - 6715 • wcengr@comcast.net TO: City of Bremerton Building Department ,Tune 14, 2013 Building Official RE: The "Bayside" plat, Lot #'s 1-125 Weller Consulting Engineers, P.C. Job # 12-049, 12-050, 12-051, 12-052, 12-053, 12-054, & 12-055 I have reviewed the soils report provided by Associated Earth Sciences & dated December 10, 2012. The previously submitted structural calculations by Weller Consulting Engineers, P.C. for plans 2463, 1713, 1538, 2174, 1900, 2484, & 2313 conform to the recommendations as set forth in the geotech report. DPM3 04/25// 1 Mark F. Weller, P.E. President lk", 5 zk�� 11 JE STRUCTURAL DESIGN.'— AUG 14 2014 FOR Clay of Bremerton, 1)cr) PLAN 1538 BREMERTON, WASHINGTON NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. T 409" 0 V. ") j;' lv�_/ NAL <-, x_, RES 0412511V WELLER CONSULTING PROJECT NO. 14-051 21925 8TH PL W DATE 07/18/14 BOTHELL, WA 98021 PREPARED BY -Mark Weller, P.E. (425) 488 - 9868 (425) 486 - 6715 FAX ti 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 Site / Project Specific Design Values: Ss = 1.55 per USGS Site Class D (Default) R = 6.5 from Table 12.2-1 I = 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 = 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„ l,) X = 1.00! Exposure "B" (<30') "Urban Clustered Area" KzT = 1.00 Ie= 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 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: fe = 2500 psi Rebar: f,, = 40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong -Tie Connectors or equal V I SW -6 SW -4 SW -3 SW -2 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. 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. v = 560 plf 7/16" OSB, w/ 8d (0.131" 0) common nails @ 4" o.c. Anchorage (interior walls only) to 4x (min.) BEAM or blkg below: 16d (box) @ 3" o.c. NOTE: use min 3" nominal studs @ adjoining panel edges 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 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: Y4" x 02" SDS SCREWS @ Yo.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 016" O.C. SHEAR WALL EDGE NAILING RIM J015T LOCATE SHEATHING JOINT 0 COMMON MEMBER i 5HEAK TRANSFER 0 EXTEK10K WALL DETAIL A 00 Cl) U) T- Q a. CO 4 CD N M r� O n M N to 0 O LO O O O O Ir ci O NLO N u > II II � W Q a _ O O � r cn + + N v O `i m y LL U- N � IT I- O O u u a j W LL CD N M r� O n M N to O O O C7 N I` p 0 0 O O w X O O �- r- � 3 (00 0 LO LO w Ott 06 y L 00 to O C) j N to U) N M C �. CO d CO O O .0 C07 co N 2 E N O T a �- M Z cn O fl Cl) C- 3 N O O O C7 N I` p 0 0 x-000 U �- r- .0 O LO LO Lu Ott 06 (o L 00 to .-. C) j N N U) N M C14 C) CD O � C C07 r E �- M 'sF N N _0 W 2 v`-; N `- N � U U mi a o Q o � � �II II II II II II LU II a i CL Cn Q a N p N N V U o M N N N N co v- OL Q n a ti a IZ Cl CL M W N O 0; (n Q W LL W O U O 000 O 000 �D O a a a O 000 M c'M CM C) m M M M ti M m m M CM CM cM CM V V V V V V V V V V V V V V V V u n Q mUD Q m jp Q mUD Q mUQ pO co Cd Z I- O O O N O O V' O r M O O O O O O V O I -T N M e- m N 01 IT Iq O m OD N 0 M CO CO O OO r Q> LO r to 00 O 00 p r N !I r r N U u u u u LL II II 11 II II II II 11 LL II 11 II 11 II II 11 11 LL 4- L- 4- LL `+ v-- r-- 4- M 4- 4- 4- 4- LL 4- w- 4- v- D p U) U1 (Q U) N U) fA (n (y, U) (1) U) (n U) U) U) U) LL Q OL Q Q. Q a Q Q. Q Q CL Q Q. a Q Q. (of� Mfg .4 Mti w V M►- Q N r N r L N r- N d LL LL LL LL LL LL LL LL L LL LL LL LL t6 LL LL LL LL L U) mU)UC w wow Qw www O m wmw Q. Q ,;r O cO (n F- O O LO 0 M 0 O O O F- O O O O =- Z N tO (D CO O Q M .- CO O Q r N cocc r FO- FO - n u u n LL Ir' LL LL LL LL LL m � v M a c U, o.; L O O coCD cd N O 00 O 00 C) O O O N M C14 C) CD Z�04 O C07 'd' 1 �- M 'sF N N _0 U � � �II II II II II II II II � N p N N V M N N N N co v- OL Q n a ti a IZ Cl CL M ~ W O U O O O II N O O O O II Q O (A �, OO 6 � O a U@J @aU i°—�- LL LL LL LL LL LL LL LL Q (n Cl) cn cn m: fA fA (n Z O LO LO O 00 O O O N 'q T— N O 000 O 000 �D O a a a O 000 M c'M CM C) m M M M ti M m m M CM CM cM CM V V V V V V V V V V V V V V V V u n Q mUD Q m jp Q mUD Q mUQ pO co Cd Z I- O O O N O O V' O r M O O O O O O V O I -T N M e- m N 01 IT Iq O m OD N 0 M CO CO O OO r Q> LO r to 00 O 00 p r N !I r r N U u u u u LL II II 11 II II II II 11 LL II 11 II 11 II II 11 11 LL 4- L- 4- LL `+ v-- r-- 4- M 4- 4- 4- 4- LL 4- w- 4- v- D p U) U1 (Q U) N U) fA (n (y, U) (1) U) (n U) U) U) U) LL Q OL Q Q. Q a Q Q. Q Q CL Q Q. a Q Q. (of� Mfg .4 Mti w V M►- Q N r N r L N r- N d LL LL LL LL LL LL LL LL L LL LL LL LL t6 LL LL LL LL L U) mU)UC w wow Qw www O m wmw Q. Q ,;r O cO (n F- O O LO 0 M 0 O O O F- O O O O =- Z N tO (D CO O Q M .- CO O Q r N cocc r FO- FO - n u u n LL Ir' LL LL LL LL LL m � v M a c U, o.; L O O L 2- U U m 03 m ., m IL C L C N a) cm W R W E rn M C: c .- �n m oo N\ ; V a) T .µ v IL N��NLLL N J J i- M 0) rn 0)t 04 o O O .- .- .. C4 ILL O 0)NN MM ILL It O � L0� rt w w J � � � � � J •Ti $ .i' F LO Ln � r- F O OT O O'T V O o N 00 o v' O o O� N 0 T T T Cl)T / 1+ J L L o o 0 Q 2 2 U U v- C Q a. COL Q O m X 0 0 0 0 0 0 0 O W C pMMM MM C pc0(M M UT T T' T T `N' O U T T T Cl)Or a) U ) U- II U II U O> E 2 0 0 0 O O � 0 0 O J Co (�00o OO �o0 0 LL T T T T T T T T W p0)Ln0 0c) oocM I - a00 IT 00. 0 0 � v to Ln IL 2� 6 T o N N = x' 0 0 0 N N0(O(O COO M a) -9 (O (O 0 OL O OL a 0) F- > m > in > m m > fn N L L � (n 0: IZ OL rL O. Q_ IZ Q O. N 03 N O (D (0: v U') Ln" M M Y (a N r N ti m IT Ln `- LO CO p) (O `- T T C T C T M (D "" N J J Lu O T N Cl) > T T M O ( V OND d V OND T N T N N m LnLO m LO Lf) O JN N OT J N N N J J Z H 0 Q p O la- O) LL � J U- O O L 2- A .SC U (o .- m C LoLo LOLO awl oy E L _N CA w Of 0) C .Y U m m Y E LO 4) _ w Of O c to rn O LLL i N O LL ti Y p rD Lo Lo LoLo a� a to J J LOa °I-°0000 rnrn = Usti a V 5 ~COMM NN ~�M NN v- O O (O *kk *k *kk N II V 04 N N r Oo0) 00 LO LO II `— LO� m LL W LL w `— J r' w w r✓ J c::f 41f O 00 00r- M 't I- ti I,- N N N N M O O M M 0) N LO L M M CO L L J � vrn 0) 0) rn � rn 0)J = _ Cl C a c � Q -0OchM C) C) 00 00 0 Qfd C MM MM 0MM W O 7C3 LO (D LL LL ) D I> O E Oh I-- 00 0000 I> E .DOO O O co IP 00 1'*� I` to000 J m X00 C) C) a) LL U) Z 3:000 v(O rti C,4 co Q X00 (0 C) U) LO ANO G M M (�j (� = O � � m O >m > 0NN V� NN 00 > > 0(OM N N �' fn U) (n (n (n U) N Co F- (n (n L I L CD U) II - w 'a 4- a-. � � II 4- as as a a LL as D > > 0') 0) N N 00 00 m fl - M M N N •d• 14• U 0) 'ITU m N M M O LO LO LO LO L -C LO M m o6 ti co C m 1-: Cl? Il- r- O C 't 00 J J m-0 m .0 m L m m 0 O O O N N W) N co � h ti m to to m Ln to Lo J � N O V N CV N Z J ~ J O O I- 0) w W LL O w O J LL F - A. J Q > Q W w — w _ 'm U') r - m p W z LO c co °6 Q .. N Q N p CO J Q W NN m m 0 — W — II N J X i N 'o 2 w N O O O O (U L wow m m _N m (0 (D * o O M M m.� Y C c cu O 11 (O co to)— 11 C UO 06 06 C0 O N m Q m C)CV)tea) C — w (U .� a) CD c�e m>0 a)LO Y 0(Ln O X ((n° L6(/j X U) rnCL3 Q3 Y W 0 II Q c `O ` ap r ` O Z II r N N m U a) 11(ten O O I I , (Ln (fl Z) Z m O, N N 0 a- r N N N QO OLo = q� t x x O O F- J < co Q LL O _ `� U!) (U s to (U � II r wpW 4. II - c6 ..00 x <CN > 1> o (n 2 O � o 30oLO a 3 O N 5 .,m 3 .2 � a) II c �Lq oo QCL w I> " cu > LL. c6 m > 0Z2 VV O� W a.Q 00 � 5 w L 2 0 z N a) t O N d O '�- Z Q d N J c u m= Lo v x O O O Voco X Z EO N 11 > O m 0 t coV C LO w C0 D Y 0 m Q O °O Uf Qv co LOLOco II r- c Y e0- X I�LOm a) Q C") II QO cx LO u �' v 3 U) LO tiC\1 � � M O T (7 �LLC� c w U') r - N z LO > LO U X J Q �CF) o = o II N X LU Lr) O 11 U Cl) (U L II c m (0 (D * o ~ LO M cu O c 11 F- 0 E Z c C 0 0 W O a) — L Un m w Q `- W 0 m II75 m W` cu S CL U E cu O 0 U J c C:- U) •- Z -p a) a)LL<p m CL QMH-= F- - 0 a IiQUU) W NMvU) ok AI -NSP - 1O SHEATH TRUSS, PER SW -4, L = 3', SEE DETAIL B (ELEV A) _ O2 SHEATH TRUSS, PER SW -4, L = 3', SEE DETAIL C (ELEV B) O3 ADD (3) BLOCKING PANELS, SEE DETAIL D (ELEV A) 8 8 ® SHEATH TRUSS, PER SW -4, L = 6', SEE DETAIL C (ELEV B) O5 CS16 TO BEAM BELOW © CS16 TO JOIST BELOW O CS16 TO WALL BELOW ® CS16 TO RIM BELOW . NOTE: ALL EXTERIOR WALLS & GABLE ENDS TO BE SW U.N.O. UPPER FLOOR SHEAR WALLS 0 ---—j— 4. 2 6m601 SLOR - — 6.6} TCC6r TOP CN' A COVERED 11 (l� i �2 rJ 8 DINING I MZT 7 PATI T U5.1 SLOR sm6m 5LOR SAFETY C.L. - S• -e IQ• �'•6' OIFiECT VENI FIREPLACE 1 0tl61 IL PER MW ACTURERf SPECF"71" . © g FAMILY 1 1= KITCHEN ! 1H )M (vl REFF {!!6671 0V' e 1 .PANTRY A 1 S Swva FLI L6E bV ` s� ii LL „P ^A T /1y, ---1 7.. PLL OR FEAT � S'u'L El .MUT S TO OE ♦ U7 LEANT b' MOVE K LOO •, f[ 61-5 VY 7•fP i ' 7N a GARAGE 'w cl 47 RE TRY )1?'OGNCRETE C 7 STORY - SLAL• SLOPE !- TO ORfVf i >b aLttTE F--------- . I S/6• TYPE -W 601- OVER ALL WARM WALLS . SECQO FLOOR FW7fi . SIA -PORT T£TbER� AcN ON GAR DOOR , Std. No z A- Co - ----- - F�&i"j' SEA.(• 2 - BLOCK BLOCK ROOF SHEATHING PANEL EDGES THIS AREA O2 PROVIDE 8d @ 4'I O.C. ROOF SHEATHING TO VENTED BLOCKING O3 LOCATE JOIST OVER WALL, EXTEND SHEAR WALL SHEATHING & NAILING TO JOIST, SEE DETAIL E ® EXTEND GARAGE DOOR HEADER TO CORNER, PROVIDE NAILING PER DETAIL F O5 A HTT 5 MAY BE USED IN LIEU OF AN STHD10RJ HOLDOWN, SEE DETAIL G © A HTT 5 MAY BE USED IN LIEU OF AN STHD10 HOLDOWN, SEE DETAIL H NOTE: ALL EXTERIOR WALLSTO BE SW -6 U.N.O. MAIN FLOOR SHEAR WALLS a .STI-} c >l v f*l- I"] ` " / unli,z. sTRblo, (`E`%), a-e.m-I L', ecA 2A(—F— 'co, mo?G #:3 1O CONCRETE STEM WALL TO BE 3'- 6" MIN. ABOVE GARAGE SLAB O2 A HTT 5 MAYBE USED IN LIEU OF AN STHD10RJ HOLDOWN, SEE DETAIL G t�3 A HTT 5 MAYBE USED IN LIEU OF AN STHD10 HOLDOWN, SEE DETAIL H ® 3" x 3" x 1/4" PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE SHEATHING L'7 NOTE: USE 5/8" O ANCHOR BOLTS W/ 3" x 39'x 4/4" WASHERS (a), 5'-0" O.C. U.N.O FOUNDATION PLAN Fl-71rd -I -t O 11 0 1 L7._ J L•_ J QLLT WTH Qty 4 OrT. EXT. GOvER OPT. E) rA710. IX OPTION LMT PATID. p• -p- O'-.• 1 L TOUTJ T6 F 1 0• • I.• FETED -� FO4dDAT10W �IEW6 EOIALLy r — EPACFD AT FDH WALL 10 C0�21t W/ W • COMW640M I T II RESI9TATR WIRE m6" L• J K I w• n.a AIRSPACE IrROvIDE CETWEEN ET100 OF Gh-DEt¢5 I U L MOATION TALL IfTPJ I o .J 9 b I b I i "J I s I AT 04DERL r 90 I 1I � w I B' k J.• CRA41 Ib A I erACE ACkb Alm — — I II I 3 7-. N• V-11 N• i I ; I I I b I ( QW •f 11 FOdi►G C I II rMr. • CNE DTORTJ � I I I I ! TA- C W- II &-OPE 71 TO Lmvf I — I I II. r---- I II CCHT. R6 AT GAR.•bE DOOR 1O CONCRETE STEM WALL TO BE 3'- 6" MIN. ABOVE GARAGE SLAB O2 A HTT 5 MAYBE USED IN LIEU OF AN STHD10RJ HOLDOWN, SEE DETAIL G t�3 A HTT 5 MAYBE USED IN LIEU OF AN STHD10 HOLDOWN, SEE DETAIL H ® 3" x 3" x 1/4" PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE SHEATHING L'7 NOTE: USE 5/8" O ANCHOR BOLTS W/ 3" x 39'x 4/4" WASHERS (a), 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 Sd (0.131) a 6" O.C. ROOF SHEATHING VENTED BLOCKING H1 @ 24" O.C. 86f (0.131)0 6" O.C. ROOF SHEATHING SHEATH TRU55 PER 5W-4, PROVIDE INTERMEDIATE FRAMING A5 REQUIRED Sd (0.131) 0 4" O.G. 8d (0.131) 0 4" O.C. 2 x _ A5 REQUIRED 5HEAR WALL PER PLAN JOB NAME PLAN 1538 JOB NUMBER 14-051 PREPARED BY MW DATE 7/15 / 14 SHEET NO. L�> OF V O DETAIL P 8d (0.131) 0 6" O.C. ROOF SHEATHING SHEATH TRU55 PER 5W-6, PROVIDE INTERMEDIATE FRAMING A5 REQUIRED A55 012" O.C. 5HEAR WALL PER PLAN DETAIL D 8d (0.131) 0 6" O.C. ROOF SHEATHING TKU55 PER PLAN 2 x 4 FRAMING ALL AROUND BETWEEN TRUSSES Y/6' 0.5.8. NAILED W/ 861 (0.131) @ 6" O.C. (1) A35 16d @ 6" O.C. 5HEAR WALL TOP PLATE WELLER CONSULTING w c ENGINEERS, P.C. 21925 8TH PL W • BOTHELL, WA 98021 PH. (425) 488 - 9868 • FAX (425) 486 - 6715 1064 (0.148) C� 6" O.C. =LOOK SHEATHING DETAIL E DETAIL G LOCATE J015T OVER SHEAR WALL EXTEND SHEAR WALL SHEATHING 3" MIN ABOVE TOP PLATE, VAIL SHEATHING TO J015T PER SHEAR NALL EDGE NAILING _HF#25TUD5 OLDOWN 3 ,15T W/ 50LID BLOCKING .ATE JOB NAME PLAN 1538 JOB NUMBER 14-051 PREPARED BY MW DATE 7 / 15 / 14 SHEET NO. L41 OF U o DETAIL F WINDOW / DOOR FRAMING WINDOW / DOOR HEADER PKOVIDE (2) ROWS OF Sd 0 2" O.C. SHEAR WALL TO HEADER WELLER CONSULTING w c ENGINEERS, P.C. 21925 8TH PL W • BOTHELL, WA 98021 PH. (425) 488 - 9868 • FAX (425) 486 - 6715 DETAIL H _ HF # 2 5TUP5 OLPOWN .L PLATE JOB NAME PLAN 1538 JOB NUMBER 14-051 PREPARED BY MW DATE 7/15 / 14 SHEET NO. U v OF Q% O Gl DESIGN LOADS: ROOF DL = 15 PSF LL = 25 PSF Kf 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 COLUMNS: Cl: (2)2x6HF#2 ROOF FRAMING PLAN (ELEV A) G IVZ- r -----------------I 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 ROOF FRAMING PLAN (ELEV B) DESIGN LOADS: FLOOR DL =10 PSF LL = 40 PSF JOISTS: 2x 12 HF # 2 (a-)_ 16" O.C. FJ1: 2x12 HF#2@12"O.C. NOTE: PROVIDE LUS28 HANGERS (cb_ 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: 5 1/8 x 12 GLB (24F -V4) 1-12: 5 1/8 x 9 GLB (24F -V4) (ELEV A) 4 x 10 DF # 2 (ELEV B) 1-13: 4x10 DF#2 BEAMS: NOTE: PROVIDE (2) 2 X POST COLUMNS: Cl: @ ALL BEAMS U.N.O. B1: 4x8DF#2 132: 5 1/8 x 12 GLB (24F -V4)- 133: 5 1/4 x 11'1/4 PSL 134: 5 1/8 x 12,GLB (24F -V4) (ELEV A) (3) 2 x 12 HF # 2 (ELEV B) 135: 3 1/8 x 9 GLB (24F -V4) 66: 3 1/8 x 9 GLB (24F -V4) 137: 4x8DF#'2 COLUMNS: Cl: (2)2x6 HF#2 C2: NOT USED C3: (3)2x6HF#2 C4: 4 x 4 P.T. W/ AC4 & AB44 C5: (3)2x4HF#2 HANGERS: HGR1: HUC48 NOTE: PROVIDE:SOLID FRAMING IN JOIST SPACE TO FOUNDATION FOR ALL PT. LOADS ABOVE UPPED FLOOR FRAMING PLAN L4 C,4 DESIGN LOADS: FLOOR DL = 10 PSF LL = 40 PSF JOISTS: 2 x 10 HF # 2 (a) 16" O.C. NOTE: PROVIDE LUS28 HANGERS (� ALL FLUSH FRAMED ENDS i 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. COLUMNS: C6: 4x6DF#2 NOTE: PROVIDE SOLID FRAMING IN JOIST SPACE TO FOUNDATION FOR ALL PT. LOADS ABOVE MAIN FLOOR FRAMING PLAN C r�-I rd -I —1 ❑I 1 O I L,— J Ll.— J OdLT WTN 0n y. OPT. EXI. COvfR OPT. E� PA110. CK OPTION LMT PATIO. p•_Q- Q''%- t LATOIlT JOISTS FROM ♦' • w SCREEFED TWS SmE FNIDATION VENC EOILALLT — — — — — — — EPACJM AT FON %LOLL COVER W W' CORROSION I T RESUTANT URE rESN L. J I Z I N- rW AWkSPACE IPROvIDE OE T%EEH EMM OF GIRDERS U L .p.AT104 UALL (TYPJ ID' -J- tj I d e I I ------------------- " I I4 4- AT WMR L I IE%IOCO v I IV w I .--' IS- X 7.' CRA%L I F q SPACE ACCESS I ALO II 3 I W-4 V2 - (Tyr. • ONE DTORT/ I _ ! yr [vac eL ee ELOPE !- TO ORtVE— I I r ---- I II I I 6' -/- II II I-----------1 II I r-�. -r---------�- CCM. FTG AT GARAGE DOOR L14�J 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. COLUMNS: C6: 4x6DF#2 NOTE: PROVIDE SOLID FRAMING IN JOIST SPACE TO FOUNDATION FOR ALL PT. LOADS ABOVE MAIN FLOOR FRAMING PLAN C BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 ROOF FRAMING GT1 (FOR REACTIONS ONLY) Date: 7/17/14 Selection 3-1/8x 22-1/2 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Loads ivun tseanng mrea K i = _i u.s in- nz= i u.s in- h .51 uu uen= u.oz m Kecom uamoer= u. ru m Beam Span 25.0 ft Reaction 1 LI- 4063 # Reaction 2 LL 4063 # Beam Wt per ft 17.09 # Reaction 1 TL 6714 # Reaction 2 TL 6714 # Bm Wt Included 427 # Maximum V 6714 # Max Moment 41960'# Max V (Reduced) 5707 # TL Max Defl L/240 TL Actual Defl L/284 LL Max Defl L/360 LL Actual Defl L/562 Section (in 3) Shear (int) TL Defl (in) LL Defl 263.67 70.31 1.06 0.53 188.15 31.01 1.25 0.83 OK OK OK OK 71% 44% 85% 64% Uniform LL: 325 Uniform TL: 520 =A Uniform Load A Q R1 = 6714 R2 = 6714 SPAN = 25 FT Uniform and partial uniform loads are Ibs per lineal ft. Fb (psi) Fv(psi) E(psi x mil) Fc!(psi) Reference Values 2400 240 1.8 650 Adjusted Values 2676 276 1.8 650 Cv Volume 0.970 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: 325 Uniform TL: 520 =A Uniform Load A Q R1 = 6714 R2 = 6714 SPAN = 25 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 ROOF FRAMING TYPICAL HEADER Date: 7/17/14 Selection 4x 8 DF -L #2 Lu.= 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 3.2 int R2= 3.2 int (1.5) DL Defl= 0.03 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads ,Beam Span 5.5 ft Reaction 1 LL 1595 # Reaction 2 LL 1595 # Beam Wt per ft 6.17 # Reaction 1 TL 2011 # Reaction 2 TL 2011 # Bm Wt Included 34 # Maximum V 2011 # Max Moment 2765'# Max V (Reduced) 1569 # TL Max Defl L/240 TL Actual Defl L/708 LL Max Defl L/360 LL Actual Defl L/984 Section in' Shear int TL Defl in LL Defl 30.66 25.38 0.09 0.07 24.66 11.37 0.28 0.18 OK OK OK OK 80% 45% 34% 37% Uniform LL: 580 Uniform TL: 725 =A Uniform Load A 0 0 R1 = 2011 R2 = 2011 SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. Vc❑ ro si ry(psi) t (psi x mu) r -c! si 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: 580 Uniform TL: 725 =A Uniform Load A 0 0 R1 = 2011 R2 = 2011 SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. Vc❑ BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING TYPICAL JOIST Date: 7/17/14 Selection 2x 12 HF #2 @ 16 in oc Lu = 0.0 Ft Conditions NDS 2012, Repetitive Use Min Bearing Area R1= 1.1 in' R2= 1.1 int (1.5) DL Defl= 0.06 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 13.0 ft Reaction 1 LL 347 # Reaction 2 LL 347 # Beam Wt per ft 0 # Reaction 1 TL 433 # Reaction 2 TL 433 # Bm Wt Included 0 # Maximum V 433 # 'Max Moment 1408'# Max V (Reduced) 371 # TL Max Defl L / 240 TL Actual Defl L / 767 LL Max Defl L / 360 LL Actual Defl L / >1000 Section in' Shear (in2) TL Defl in LL Defl 31.64 16.88 0.20 0.15 17.29 3.71 0.65 0.43 OK OK OK OK 55% 22% 31% 34% Uniform LL: 53 Uniform TL: 67 =A Uniform Load A R1 = 433 R2 = 433 SPAN = 13 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 R1 = 433 R2 = 433 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING FJ1 Date: 7/17/14 Selection 2x 12 HF #2 @ 12 in oc Lu = 0.0 Ft Conditions NDS 2012, Repetitive Use Min Bearing Area R1= 1.1 in R2= 1.1 in (1.5) DL Defl= 0.15 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 18.0 ft Reaction 1 LL 360 # Reaction 2 LL 360 # Beam Wt per ft 0 # Reaction 1 TL 450 # Reaction 2 TL. 450 # Bm Wt Included 0 # Maximum V 450 # Max Moment 2025'# Max V (Reduced) 403 # TL Max Defl L/240 TL Actual Defl L/385 LL Max Defl L / 360 LL Actual Defl L/530 Section in' Shear(in-) TL Defl in LL Defl 31.64 16.88 0.56 0.41 24.86 4.03 0.90 0.60 OK OK OK OK 79% 24% 62% 68% Uniform LL: 40 Uniform TL: 50 =A Uniform Load A 0 0 R1 = 450 R2 = 450 SPAN = 18 FT Uniform and partial uniform loads are lbs per lineal ft. r-b(psi) i -v psi t(psi x m1l [-c-L (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 0 R1 = 450 R2 = 450 SPAN = 18 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING TYPICAL HEADER Date: 7/17/14 Selection I 4x 8 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min Bearing Area K1= U.4 in` KZ= U.4 in` (1.b) UL Uetl= <U.U1 in Beam Span 5.5 ft Reaction 1 LL 138 # Reaction 2 LL 138 # Beam Wt per ft 6.17 # Reaction 1 TL 237 # Reaction 2 TL 237 # Bm Wt Included 34 # Maximum V 237 # Max Moment 326'# Max V (Reduced)' 185 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L / 360 LI -Actual Defl L/>1000 Section in' Shear int TL Defl (in) LI.- Defl 30.66 25.38 0.01 <0.01 3.34 1.54 0.28 0.18 OK OK OK OK 11% 6% 4% 3% Uniform LL: 50 Uniform TL: 80 =A Uniform Load A 0 0 R1 =237 R2 =237 SPAN =5.5FT 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 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 50 Uniform TL: 80 =A Uniform Load A 0 0 R1 =237 R2 =237 SPAN =5.5FT Uniform and partial uniform loads are lbs per lineal ft. 701 BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING H1 Date: 7/17/14 Selection 5-1/8x 12 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions !NDS 2012 Min Bearing Area R1= 5.8 int R2= 4.8 int (1.5) DL Defl= 0.26 in Recom Camber= 0.38 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 14.5 ft Reaction 1 LL 2144 # Reaction 2 LL 1723 # Beam Wt per ft 14.94 # Reaction 1 TL 3764 # Reaction 2 TL 3089 # Bm Wt Included 217 # Maximum V 3764 # Max Moment 13655'# Max V (Reduced) 3414 # TL Max Defl L/240 TL Actual Defl L/363 LL Max Defl L / 360 LL Actual Defl L/783 Section in' Shear (int) TL Defl (in LL Defl 123.00 61.50 0.48 0.22 59.37 18.55 0.73 0.48 OK OK OK OK 48% 30% 66% 46% Loads Uniform LL: 140 Uniform TL: 175 =A Point LL Point TL Distance Par Unif .LL Par Unif TL Start End 1112 B = 1779 4.5 50 H = 80 0 14.5 1 = 80 0 14.5 I H Uniform Load A Pt loads:] R1 = 3764 R2 =3089 SPAN = 14.5 FT Uniform and partial uniform loads are lbs per lineal ft. Fb(psi) Fv (psi) E(psi x mil Fc -L (psi) Reference Values 2400 240 1.8 650 Adiusted 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: 140 Uniform TL: 175 =A Point LL Point TL Distance Par Unif .LL Par Unif TL Start End 1112 B = 1779 4.5 50 H = 80 0 14.5 1 = 80 0 14.5 I H Uniform Load A Pt loads:] R1 = 3764 R2 =3089 SPAN = 14.5 FT Uniform and partial uniform loads are lbs per lineal ft. Vil BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING H2 (ELEV A) Date: 7/17/14 Selection 5-1/8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 3.6 in2R2= 13.3 in' (1.5) DL Defl= <0.01 in.Recom Camber= 0.01 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 3.5 ft Reaction 1 LL 1571 # Reaction 2 LL 5054 # Beam Wt per ft 11.21 # Reaction 1 TL 2369 # Reaction 2 TL 8646 # Bm Wt Included 39 # Maximum V 8646 # Max Moment 4249'# Max V (Reduced) 5239 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in 3) Shear in') TL Defl in Ll_ Defl 69.19 46.13 0.02 <0.01 18.47 28.48 0.18 0.12 OK OK OK OK 27% 62% 11% 8% Cd Duration 1.15 1.15 Loads Uniform LL: 500 Uniform TL.: 625 =A Point LL Point TL Distance 4875 B = 8788 3.0 Uniform Load A Pt loads: 0 0 R1 =2369 R2 =8646 SPAN = 3.5 FT Uniform and partial uniform loads are lbs per lineal ft. rD tpsi/ ry (psi) t tpsi x mill t -c 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: 500 Uniform TL.: 625 =A Point LL Point TL Distance 4875 B = 8788 3.0 Uniform Load A Pt loads: 0 0 R1 =2369 R2 =8646 SPAN = 3.5 FT Uniform and partial uniform loads are lbs per lineal ft. v�Z BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING H2 (ELEV B) Date: 7/17/14 Selection 4x 10 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments IVIIII Dud[ I[I$j. hl ucl R 1— LA III - RG— V.Q 111- k I.U) LJL Lich— w.V I Ill. Beam Span 3.5 ft Reaction 1 LL 1080 # Reaction 2 LL 2108 # Beam Wt per ft 7.87 # Reaction 1 TL 1576 # Reaction 2 TL 3918 # Bm Wt Included 28 # Maximum V 3918 # Max Moment 1964'# Max V (Reduced) 2278 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section in' Shear int TL Defl in LL Defl 49.91 32.38 0.01 <0.01 18.98 16.51 0.18 0.12 OK OK OK OK 38% 51% 9% 6% Loads Uniform LL: 500 Uniform TL: 625 =A Point LL Point TL Distance 1438 B = 3279 3.0 Uniform Load A Pt loads: 0 RI =1576 R2 =3918 SPAN = 3.5 FT 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 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 500 Uniform TL: 625 =A Point LL Point TL Distance 1438 B = 3279 3.0 Uniform Load A Pt loads: 0 RI =1576 R2 =3918 SPAN = 3.5 FT Uniform and partial uniform loads are lbs per lineal ft. In v� BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING H3 (ELEV A) Date: 7/17/14 Selection 4x 10 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 2.3 int R2= 7.1 int (1.5) DL Defl= <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 3.5 ft Reaction 1 LL 842 # Reaction 2 LL 2513 # Beam Wt per ft 7.87 # Reaction 1 TL 1421 # Reaction 2 TL 4434 # Bm Wt Included 28 # Maximum V 4434 # Max Moment 2165'# Max V (Reduced) 2592 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in') Shear (W) TL Defl (in) LL Defl 49.91 32.38 0.02 <0.01 20.91 18.78 0.18 0.12 OK OK OK OK 42% 58% 9% 6% Loads Uniform LL: 240 Uniform TL: 300 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2340 B = 4218 3.0 50 H = 80 0 3.5 1 = 80 0 3.5 I I H Uniform Load A Pt loads:; 0 R1 = 1421 R2 = 4434 SPAN =3.5FT 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 Loads Uniform LL: 240 Uniform TL: 300 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2340 B = 4218 3.0 50 H = 80 0 3.5 1 = 80 0 3.5 I I H Uniform Load A Pt loads:; 0 R1 = 1421 R2 = 4434 SPAN =3.5FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING H3 (ELEV B) Date: 7/17/14 Selection 1-4x10 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 3.0 int R2= 4.8 int (1.5) DL Defl= <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 3.5 ft Reaction 1 LL 1131 # Reaction 2 LL 1624 # Beam Wt per ft 7.87 # Reaction 1 TL 1884 # Reaction 2 TL 3008 # Bm Wt Included 28 # Maximum V 3008 # Max Moment 1872'# Max V (Reduced) 1724 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in') Shear W TL Defl in LL Defl 49.91 32.38 0.01 <0.01 18.09 12.49 0.18 0.12 OK OK OK OK 36% 39% 8% 6% Loads Uniform LL: 240 Uniform TL: 300 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 690 B = 1574 3.0 350 H = 560 0 3.5 1 = 80 0 3.5 H Uniform Load A Pt loads: 0 R1 = 1884 R2 = 3008 SPAN =3.5FT Uniform and partial uniform loads are lbs per lineal ft. ro (psi) ry (psi) t tpsi x mnl rc! 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: 240 Uniform TL: 300 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 690 B = 1574 3.0 350 H = 560 0 3.5 1 = 80 0 3.5 H Uniform Load A Pt loads: 0 R1 = 1884 R2 = 3008 SPAN =3.5FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING 61 Date': 7/17/14 Selection 4x 8 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.2 int R2= 1.2 int (1.5) DL Defl= 0.05 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 7.5 ft Reaction 1 LL 469 # Reaction 2 LL 469 # Beam Wt per ft 6.17 # Reaction 1 TL 773 # Reaction 2 TL 773 # Bm Wt Included 46 # Maximum V 773 # Max Moment 1450'# Max V (Reduced) 649 # TL Max Defl L/240 TL Actual Defl L/913 LL Max; Defl L/360 LLActual Defl L/>1000 Section (in') Shear int TL Defl in LL_ Defl 30.66 25.38 0.10 0.05 12.93 4.70 0.38 0.25 OK OK OK OK 42% 19% 26% 20% Uniform LL: 125 Uniform TL: 200 =A Uniform Load A —� R1 773 R2 = 773 SPAN =7.5FT Uniform and partial uniform loads are lbs per lineal ft. Vrs 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 CI Stability 1.0000 Rb = 0.00 Le= 0.00 Ft Uniform LL: 125 Uniform TL: 200 =A Uniform Load A —� R1 773 R2 = 773 SPAN =7.5FT Uniform and partial uniform loads are lbs per lineal ft. Vrs BeamChek v2014 licensed to Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING B2 Date: 7/17/14 Selection 5-1/8x 12 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adjustments Min 13earing Area K1= 4.1 in' KZ= 3.2 in` (1.5) UL Detl= 0.26 in Kecom Camber= 0.39 in Beam Span 18.0 ft Reaction 1 LL 1821 # Reaction 2 LL 1451 # Beam Wt per ft 14.94 # Reaction 1 TL 2671 # Reaction 2 TL 2078 # Bm Wt Included 269 # Maximum V 2671 # Max Moment 13117'# Max V (Reduced) 2506 # TL Max Defl L/240 TL Actual Defl L/345 LL Max Defl L/360 LL Actual Defl L/587 Section (in 3) Shear (int) TL Defl (in) LL_ Defl 123.00 61.50 0.63 0.37 65.58 15.66 0.90 0.60 OK OK OK OK 53% 25% 70% 61% Loads Uniform LL: 120 Uniform TL: 150 =A Point LL Point TL Distance 1112 B = 1779 6.0 Uniform Load A Pt loads: 0 R1 =2671 R2 =2078 SPAN =18 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 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: 120 Uniform TL: 150 =A Point LL Point TL Distance 1112 B = 1779 6.0 Uniform Load A Pt loads: 0 R1 =2671 R2 =2078 SPAN =18 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING B3 Date: 7/17/14 Selection 5-1/4x 11-1/4 2.0E TJ Parallam W.S. PSL Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adiustments Loads Nlln bearing Area Kl= b.b In` KL= b.b In` (l.e) UL ueTI= u.11 In Beam Span 13.0 ft Reaction 1 LL 3250 # Reaction 2 LL 3250 # Beam Wt per ft 18.46 # Reaction 1 TL 4182 # Reaction 2 TL 4182 # Bm Wt Included 240 # Maximum V 4182 # Max Moment 13593'# Max V (Reduced) 3579 # TL Max Defl L/240 TL Actual Defl L/424 LL Max Defl L/360 LL Actual Defl L/606 Section in' Shear W TL Defl in LL Defl 110.74 59.06 0.37 0.26 55.85 18.51 0.65 0.43 OK OK OK OK 50% 31% 57% 59% Cd Duration 1.00 1.00 Uniform LL: 500 Uniform TL: 625 =A Uniform Load A 0 R1 = 4182 R2 = 4182 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. rD (PSI) ry (psl) t (psi x mil) rC! SI Reference Values 2900 290 2.0 750 Adjusted Values 2921 290 2.0 750 CF Size Factor 1.007 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 0 R1 = 4182 R2 = 4182 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. r BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING B4 (ELEV A) Date: 7/17/14 Selection 5-1/8x 10-1/2 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 7.0 int R2= 7.0 int (1.5) DL Defl= 0.34 in Recom Camber= 0.52 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 13.0 ft Reaction 1 LL 2535 # Reaction 2 LL 2535 # Beam Wt per ft 13.08 # Reaction 1 TL 4570 # Reaction 2 TL 4570 # Bm Wt Included 170 # Maximum V 4570 # Max Moment 14852'# Max V (Reduced) 3955 # TL Max Defl L/240 TL Actual Defl L/249 LL Max Defl L/360 LL Actual Defl L / 552 Section (in 3) Shear (int) TL Defl (in) LL Defl 94.17 53.81 0.63 0.28 64.58 21.49 0.65 0.43 OK OK OK OK 69% 40% 96% 65% Loads Uniform LL: 350 Uniform TL: 560 =A Par Unif LL Par Unif TL Start End 40 H=50 0 13.0 1 = 80 0 13.0 H Uniform Load A 0 R1 = 4570 R2 = 4570 SPAN =13 FT Uniform and partial uniform loads are lbs per lineal ft. 0 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: 350 Uniform TL: 560 =A Par Unif LL Par Unif TL Start End 40 H=50 0 13.0 1 = 80 0 13.0 H Uniform Load A 0 R1 = 4570 R2 = 4570 SPAN =13 FT Uniform and partial uniform loads are lbs per lineal ft. 0 i BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING B4 (ELEV B) Date: 7/17/14 Selection (3) 2x 12 HF #2 Lu = 0.0 Ft Conditions NDS 2012 ,Min Bearing Area R1= 4.2 int R2= 4.2 inZ (1.5) DL Defl= 0.21 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 13.0 ft Reaction 1 LL 748 # Reaction 2 LL 748 # Beam Wt per ft 12.3 # Reaction 1 TL 1705 # Reaction 2 TL 1705 # Bm Wt Included 160 # Maximum V 1705 # Max Moment 5541'# Max V (Reduced) 1459 # TL Max Defl L/240 TL Actual Defl L/488 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in') Shear (in') TL Defl (in) LL Detl 94.92 50.63 0.32 0.11 68.02 12.69 0.65 0.43 OK OK OK OK 72% 25% 49% 25% Uniform LL: 75 Uniform TL: 120 =A Par Unif LL Par Unif TL Start End 40 H = 50 0 13.0 1 = 80 0 13.0 H Uniform Load A 0 0 R1 = 1705 R2 = 1705 SPAN = 13 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 978 173 1.3 405 CF Size Factor 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: 75 Uniform TL: 120 =A Par Unif LL Par Unif TL Start End 40 H = 50 0 13.0 1 = 80 0 13.0 H Uniform Load A 0 0 R1 = 1705 R2 = 1705 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 1538 B5 (ELEV A) Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 UPPER FLOOR FRAMING Date: 7/17/14 3-1/8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft 7-71 NDS 2012 'Min Bearing Area R1= 4.4 int R2= 5.9 int (1.5) DL Defl= 0.08 in Recom Camber= 0.12 in Beam Span 6.0 ft Reaction 1 LL 1688 # Reaction 2 LL 2187 # Beam Wt per ft 6.83 # Reaction 1 TL 2864 # Reaction 2 TL 3847 # Bm Wt Included 41 # Maximum V 3847 # Max Moment 7515'# Max V (Reduced) 3782 # TL Max Defl L/240 TL Actual Defl L/470 LL Max Defl L/360 LLActual Defl L / 990 Section (W) Shear (int) TL Defl (in) LI_ Defl 42.19 28.13 0.15 0.07 32.67 20.55 0.30 0.20 OK OK OK OK 77% 73% 51% 36% Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2535 B = 4570 4.0 260 H = 325 0 4.0 50 1 = 80 0 6.0 J = 80 0 4.0 J H Pt loads: 0 R1 = 2864 R2 = 3847 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. Vza 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 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2535 B = 4570 4.0 260 H = 325 0 4.0 50 1 = 80 0 6.0 J = 80 0 4.0 J H Pt loads: 0 R1 = 2864 R2 = 3847 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. Vza 4 V BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING B5 (ELEV B) Date: 7/17/14 Selection 3-1/8x 9 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Data Attributes Actual Critical Status Ratio Values Adjustments ivun tseanng Area K -i= 4.v in- Kr- 4.0 in- t-1.51 uu ueri= u.ut in Kecom uamoer= u. iu in Beam Span 6.0 ft Reaction 1 LL 1893 # Reaction 2 LL 1395 # Beam Wt per ft 6.83 # Reaction 1 TL 3189 # Reaction 2 TL 2577 # Bm Wt Included 41 # Maximum V 3189 # - Max Moment 5232'# Max V (Reduced) 2512 # TL Max Defl L/240 TL Actual Defl L / 584 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in') Shear (int) TL Defl (in) LL Defl 42.19 28.13 0.12 0.06 22.75 13.65 0.30 0.20 OK OK OK OK 54% 49% 41% 28% Point LL Point TL Distance Par Unif LL 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 K = 80 0 4.0 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 Point LL Point TL Distance Par Unif LL Par Unif TL Start End 748 B = 1705 4.0 260 H = 325 0 4.0 350 1 = 560 0 4.0 50 J = 80 4.0 6.0 K = 80 0 4.0 K ' I � H Pt loads: 0 R1 =3189 R2 =2577 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. VL( • V2z BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING B6 Date: 7/17/14 Selection 3-1/8x9 GLB 24F -V4 DF/DF Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 2.0 in' R2= 2.0 in' (1.5) DL Defl= 0.07 in Recom Camber= 0.11 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 9.0 ft Reaction 1 LL 788 # Reaction 2 LL 788 # Beam Wt per ft 6.83 # Reaction 1 TL 1291 # Reaction 2 TL 1291 # Bm Wt Included 62 # Maximum V 1291 # Max Moment 2904'# Max V (Reduced) 1076 # TL Max Defl L/240 TL Actual Defl L/731 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in 3) Shear in TL Defl in LL Defl 42.19 28.13 0.15 0.08 12.63 5.85 0.45 0.30 OK OK OK OK 30% 21% 33% 25% Uniform LL: 175 Uniform TL: 280 =A Uniform Load A 0 0 R1 = 1291 R2 = 1291 SPAN =9FT Uniform and partial uniform loads are lbs per lineal ft. FI) (psi) Fv (psi) t(psi x mu 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 Uniform LL: 175 Uniform TL: 280 =A Uniform Load A 0 0 R1 = 1291 R2 = 1291 SPAN =9FT Uniform and partial uniform loads are lbs per lineal ft. 0 BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 UPPER FLOOR FRAMING B7 Date: 7/17/14 Selection 4x 8 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.3 int R2= 1.3 int (1.5) DL Defl= 0.28 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 13.0 ft Reaction 1 LL 488 # Reaction 2 LL 488 # Beam Wt per ft 6.17 # Reaction 1 TL 820 # Reaction 2 TL 820 # Bm Wt Included 80 # Maximum V 820 # Max Moment 2665'# Max V (Reduced) 744 # TL Max Defl L/240 TL Actual Defl L/285 LL Max Defl L/360 LL Actual Defl L/577 Section (in') Shear W TL Defl in LL Defl 30.66 25.38 0.55 0.27 23.77 5.39 0.65 0.43 OK OK OK OK 78% 21% 84% 62% Uniform LL: 75 Uniform TL: 120 =A Uniform Load A 0 R1 = 820 R2 = 820 SPAN =13 FT Uniform and partial uniform loads are lbs per lineal ft. VL3 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: 75 Uniform TL: 120 =A Uniform Load A 0 R1 = 820 R2 = 820 SPAN =13 FT Uniform and partial uniform loads are lbs per lineal ft. VL3 BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 MAIN FLOOR FRAMING TYPICAL JOIST Date: 7/17/14 Selection 12x10 HF #2 @ 16 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= 0.10 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 13.0 ft Reaction 1 LL 347 # Reaction 2 LL 347 # Beam Wt per ft 0 # Reaction 1 TL 433 # Reaction 2 TL 433 # Bm Wt Included 0 # Maximum V 433 # Max Moment 1408'# Max V (Reduced) 382 # TL Max Defl L/240 TL Actual Defl L/426 LL Max Defl L / 360 LL Actual Defl L/586 Section in' Shear int TL Defl in LL Defl 21.39 13.88 0.37 0.27 15.72 3.82 0.65 0.43 OK OK OK OK 73% 28% 56% 61% Uniform LL: 53 Uniform TL: 67 =A Uniform Load A RV= 433 R2 = 433 SPAN = 13 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 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 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 53 Uniform TL: 67 =A Uniform Load A RV= 433 R2 = 433 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. N P BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 PLAN 1538 MAIN FLOOR FRAMING TYPICAL BEAM Date: 7/17/14 Selection 4x 10 DF -L #2 Lu = 0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 3.0 inz R2= 3.0 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 1500 # Reaction 2 LL 1500 # Beam Wt per ft 7.87 # Reaction 1 TL 1899 # Reaction 2 TL 1899 # Bm Wt Included 47 # Maximum V 1899 # Max Moment 2848'# Max V (Reduced) 1411 # TL Max Defl L/240 TL Actual Defl L/>1000 LL MaxDefl L / 360 LL Actual Defl L/>1000 Section (in') Shear (inz) TL Defl (in) LL Defl 49.91 32.38 0.06 0.04 31.64 11.76 0.30 0.20 OK OK OK OK 63% 36% 18% 20% Uniform LL: 500 Uniform TL: 625 =A Uniform Load A 0 R1 1899 R2 = 1899 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. Vas Fb (psi) Fv(psi) E (psi x mil) 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 500 Uniform TL: 625 =A Uniform Load A 0 R1 1899 R2 = 1899 SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. Vas