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Home My WebLink AboutMARITIME DR SW, 3774 • City of Bremerton • PERMIT NUMBER: BB15 00499 Department of Community Development DATE ISSUED: 08/19/2015 CITY OF 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:3774 MARITIME DR SW LOT 44 BREMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 5596-000-044-0007 ZONING: R10 Name Phone Address Access Code - APPLICANT: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPR-YDV7N FIFE,WA98424 OWNER: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPR-YDV7N FIFE,WA98424 CONTRACTOR: FREESTONE INC 253-896-1300 6820 20TH ST E,SUITE A EY8JB-FBVQT FIFE,WA98424 LENDER:. SUBMITTED: 07/23/2015 . APPROVED: 08/19/2015 EXPIRATION: 02/15/2016 STATUS: ISSUED VALUATION: $207,271.72 . Residential Building Permit w/Mechanical/Plumbing NEW SFR-BASIC 1713 NEW SFR-BASIC 1713 Plumbing Fixture Fee $130.00 Building Code Edition: IRC:2012 V Mechanical Fixture Fee $120.00 • State Surcharge $4.50 Occupancy Group: R-3/U State Energy Code $50.00 Type of Construction: V-B Building Permit. $1,783.00 Flood Zone: 50%Plan Review Fee $580.00 Setbacks: ////:(F/L/RT/R/O) . Sanitation Method: SEWER TOTAL FEES: $2,667.50 Number of Bedrooms: 3.00 • Inspection Requests: FIRE:Fire Inspections (360)473-5386 DCD:Building Inspections: (360)473-5870 HEALTH:Kitsap County Health District (360)337-5285 L&I:Department of Labor and.Industries (360)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-1 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: 114(40`(M vn V\ DATE: CONDITIONS City of•Bremerton's approval of this application pertains only to the City's regulatory jurisdiction,and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. • Printed by:ASatter on:08/19/2015 02:30 PM Pagc 1 of 5 City of Bremerton PERMIT NUMBER: BB15 00499 °h' Department of Community Development DATE ISSUED: 08/19/2015 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:3774 MARITIME DR SW LOT 44 CITY Of BREMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 5596-000-044-0007 ZONING: R10 Name Phone Address Access Code APPLICANT: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPR-YDV7N • FIFE,WA98424 OWNER: FREESTONE BAYSIDE LLC • 6820.20TH ST E STE A TTGPR-YDV7N FIFE,WA98424 CONTRACTOR: FREESTONE INC 253-896-1300 6820 20TH ST E,SUITE A EY8JB-FBVQT FIFE,WA98424 LENDER: SUBMITTED: . 07/23/2015 APPROVED: 08/19/2015 EXPIRATION: 02/15/2016 STATUS: ISSUED �/� I. (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. / 6 violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid.The issuance of a 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. 2. (DCD-01) ASBESTOS AND LEAD-BASED PAINT: ASBESTOS:Prior to performing any renovation or demolition work,Puget Sound Clean Air Agency and Washington Department of Labor and Industries(L&I)regulations require an asbestos survey be performed to determine'whether there are asbestos-containing materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified (AHERA)building inspector(except renovation or owner-occupied single family residences).For more information,please contact Clean Air Agency through their web site at www.pscleanair.org or by phone at800-552-3565 or 206-343-8800. The • L&I web site can be found at www.lni.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.commerce.wa:gov/lead,or call: (360) 586-LEAD(5323). CONTRACTOR:A contractor's registration issued by Washington State Dept.of Labor&Industries is required for anyone who contracts or submits bids for construction work,including new construction,alterations,repairs,or anyone who consults or superintends,improves,demolishes,develops residential property for sale;or"flips"houses.Contact L&I at(360)415- 4000 for information. ^ 3. (DCD-50) Final Inspection Required:All building permits shall have a final inspection performed and approved by the City of /• Bremerton Department of Community Development prior to permit expiration.The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee,or a new permit application if more than a /� year has passed with no activity. 1/4L- W 4. (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. 5. (DCD-04) DCD:Plan Review Requirements:The attached plan review checklist and identified corrections,along with the Energy u 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. • Printed by:ASatter on:08/19/2015 02:30 PM Page 2 of 5 City of Bremerton PERMIT NUMBER: BB15 00499 •Department of Community Development DATE ISSUED: 08/19/2015 345-6th Street,Ste.600,Bremerton WA 98337 CITY OF SITE ADDRESS:3774 MARITIME DR SW LOT 44 BREMERTON (360)473-5275 Fax:(360)473-5278 • • ASSESSOR NUMBER: 5596-000-044-0007 ZONING: R10 • Name Phone Address Access Code APPLICANT: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPRYDV7N FIFE,WA98424 OWNER: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPR-YDV7N FIFE,WA98424 CONTRACTOR: FREESTONE INC 253-896-1300 6820 20TH ST E,SUITE A EY8JB-FBVQT FIFE,WA98424 LENDER: SUBMITTED: . 07/23/2015 'APPROVED: 08/19/2015 EXPIRATION: 02/15/2016 STATUS: ISSUED • 6. (DCD-FUEL COMBUSTION AIR: IRC Section M1701.1.Solid-fuel-burning appliances shall be provided with combustion air in l "6 APPLIANCES) 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 with Chapter 24.Fireplaces shall comply with Section 1001: • - APPLIANCE LOCATIONS: IRC Section 02406.2. 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 . 7. (DCD-47) DCD:Reinspection Fee:All approved plans,the printed building permit,and the permit inspection placard,are required to be /146 on-site for inspection purposes,and work to be inspected shall be complete and ready for inspection.If an inspection is called for and plans are not available on site;;or the work is not ready for inspection,approval will not be granted.In addition,a re- ' inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. l,I 8. (DCD-38) • Shear Wall Inspection:Due to the complexity of the shear wall nailing patterns and hold-down requirements contained within the engineered lateral design,a separate shear wall inspection is required for this project.This inspection should be requested and performed prior to the installation of exterior wall coverings,prior to the framing inspection,such that all shear-wall nailing patterns may be observed,and the installation of all required hold-down devices and required straps,etc.are in place in accordance with the engineer's lateral design. I 9. (DCD-19) Engineered Wood Floor Trusses&Truss Roof Systems shall have a site specific engineered design(Framing Plan)available /46� at time of Under Floor and/or Framing Inspection. 10. (DCD-43) Under-floor Inspection:After the foundation is complete,and the floor system is framed,but prior to the installation of the sub-floor or floor sheathing,(exposed floor framing)the under-floor area must be inspected,including all floor framing, anchor bolts,hold-downs and under-floor posts and positive connection devices. t 1. (Custom) One-hour fire-rated construction is required for the exterior walls that are located less than 5 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. 12. (DCD-52) DCD:Gas Piping:Fuel or gas piping shall be inspected after the installation of fuel/gas piping is complete,and before the attachment of fixtures,appliances,or shut-off valves.At the time of inspection the test pressure shall be no less than 10 psi 'held for no less.than 15 minutes.Appliances to be attached to the fuel/gas piping system shall not be used until the final inspection has been performed and approved by a Building Inspector. 13. (DCD-08) • Plumbing work shall be performed by a Level 01 Journeyman Plumber licensed in the state of Washington. Residential plumbing work may be performed by a Level 01 or:Level 02 Journeyman.Plumber licensed in the state of Washington.Single family residential plumbing work may be performed by the owner. 14. (DCD-10) A separate electrical permit issued through Labor&Industries(L&I)is required for any new,.modified,repair,replacement, Yw 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.lni.wa.gov.(RCW 19.28) 15. (DCD-CO DET.(NEW)) Carbon Monoxide Alarms.For new construction,an approved carbon monoxide alarm listed in compliance with UL 2034 (� • shall be installed outside of each separate sleeping area in the immediate vicinity of the bedroom in dwelling units and on each level of the dwelling.In a building where a tenancy exists,the tenant shall maintain the CO alarm as specified by the manufacturer including replacement of the batteries, 16. (DCD-56). Combustion Air:In buildings of unusually tight construction,or within a garage,all fuel-burning appliances,other than cooking appliances and domestic clothes dryers,shall obtain combustion air from outside in accordance with the International Mechanical Code,International Fuel Gas Code and/or the International Residential Code. Printed by:ASatter on:08/19/2015 02:30 PM Page 3 of 5 ` c • City of Bremerton PERMIT NUMBER: BB15 00499 Department of Community Development DATE ISSUED: 08/19/2015 • CTY of 345.;6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:3774 MARITIME DR SW LOT 44 I B,REMERTON (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 5596-000-044-0007 ZONING: R10 Name Phone Address Access Code APPLICANT: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPR-YDV7N FIFE,WA98424 OWNER: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPR-YDV7N FIFE,WA98424 CONTRACTOR: FREESTONE INC 253-896-1300 6820 20TH ST E,SUITE A EY8JB-FBVQT FIFE,WA98424 LENDER: SUBMITTED: 07/23/2015 APPROVED: 08/19/2015 EXPIRATION: 02/15/2016 STATUS: ISSUED 17. (DCD-060) Property lines shall be properly marked.Setbacks are measured to the fnished wall of the structure. lith 18. (Custom) Must comply with Title 20 of the Bremerton Municipal Code,including BMC 20.60(R-10.development standards)and 114/6 conditions of the Nat(Freestone at Bayside,Plat No.BP06-00099).Per R-10 standards,maximum height is 35 feet.Per plat conditions,setbacks are:Front setback-20 feet;side setback-5 feet,except 10 feet along side yards adjacent to street frontage;rear setback-15 feet. ttG 19. (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. 20. (Custom) Pursuant to the mitigation agreement..between Sinclair Ridge LLC and Bayside,LLC(Auditors file#200704240397), 11-6 mitigation fee of$1,017.45 must be paid to the South Kitsap School District,and proof of payment must be submitted to the City of Bremerton before the building permit can be issued. 14621. (Custom) Pursuant to the mitigation agreement with Kitsap County,payment of traffic mitigation fees in the amount of$1,059.00 shall be paid by the owner of each lot and proof of payment submitted to City of Bremerton prior to issuance of building permit. 22. (DCD-BASIC) This permit is issued as a Basic plan that may be used on a site as a pre-reviewed residential plan in accordance with Policy 2008-01.This plan may be used to apply for a permit to construct a single family residence on a single lot multiple times during the 2012 IRC code cycle which ends June 30,2016. 23. (DCD-91) Call before you dig: Calling 811,two business days before you begin digging,will alert utilities to come out and mark1114 THEIR buried lines from the street to your house For FREE! 24, (Custom) (Side&Front Yard Intrusions)Per BMC 20.44.010(a)(2),Structure intrusions into front yard setbacks are prohibited except: Decks,platforms,porches,steps,walkways,and driveways that do not exceed thirty(30)inches in height above the finished grade;and per BMC 20.44.030 Side Yard-eaves,cornices,awnings,fireplaces may project up to two(2)feet into the side yard setback. MINIMUM INSPECTIONS REQUIRED To request an inspection,please call(360)473-5870 and be sure to provide your permit number,name on permit,site address,contact phone number,and inspection type.To register for on-line inspection access,visit the City's website at www.ci.bremerton.wa.us. Inspection Description FOUNDATION-FOOT Foundation Footings,Property lines shall be properly identified FOUNDATION-WALL Foundation Walls/Hold downs FRAMING-UNDERFLOOR Underfloor Framing Inspection/Anchor Bolts&Washers/Hold Downs SHEAR WALL Shear Wall Panels/Braced Wall Panels MECHANICAL Mechanical Rough-In PLUMBING-ROUGH Plumbing Rough-In GAS PIPING Gas Piping Pressure Test ELECTRICAL COVER L&I-Electrical Cover Inspection Before Framing(State of Washington) FRAMING Framing Inspection(Mechanical&Plumb Rough-In,Elect Cover Completed) INSULATION-WALL Insulation-Wall FIRE RATED ASSEMBLY Fire Rated Assembly SHEETROCK ' ' Sheetrock Nailing DRIVEWAY . Paved Driveway&parking areas Printed by:ASatter on:08/19/2015 02:30 PM • Page 4 of 5 1. • City of Bremerton PERMIT NUMBER: BB1.5 00499 Department of Community Development DATE ISSUED: 08/19/2015 • CITY t r r o v R 345-6th Street,Ste.600,Bremerton WA 98337 SITE ADDRESS:3774 MARITIME DR SW LOT 44 BREMERTON i (360)473-5275 Fax:(360)473-5278 ASSESSOR NUMBER: 5596-000-044-0007 ZONING: R10 Name Phone Address Access Code APPLICANT: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPR-YDV7N FIFE,WA98424 OWNER: FREESTONE BAYSIDE LLC 6820 20TH ST E STE A TTGPR-YDV7N FIFE,WA98424 CONTRACTOR: FREESTONE INC 253-896-1300 6820 20TH ST E,SUITE A EY8JB-FBVQT FIFE,WA98424' LENDER: SUBMITTED: 07/23/2015 APPROVED: 08/19/2015 EXPIRATION: 02/15/2016 STATUS: ISSUED INSULATION-CEILING Insulation-Ceiling INSULATION-UNDERFL Insulation-Underfloor ENERGY-DUCT TESTIN Energy Code-Duct Testing-Provide signed affidavit to Bldg Dept ENERGY-AIR LEAK Energy Code-Air Leakage Test(Blower Door Test) ELECTRICAL FINAL L&I-Electrical Final Inspection PW&U SEWER LATERAL PW-Sewer Lateral PW&U-UTILITIES PW-Final Inspection-Utilities PW&U-ROW OTHER PW-Right-of-Way Other PW&U-DWY APPROACH PW-Driveway approach final FINAL-BUILDING Final Inspection-Building • • • • Printed by:ASatter on:08/19/2015 02:30 PM Page 5 of 5 BUILDING PERMIT 3774 MARITIME DR SW LOT 44, • INSPECTION CARD NEW SFR - BASIC 17131 0- CITY OF PROTECT THIS CARD FROM THE WEATHER i BREMERTON Building 0 Plumbing LI Mechanical 0 Alarm/Sprinkler 0 This Placard must be posted on or near building and the Permit&"Approved" plans must be at the site. Permit # BB15 00499 POST ON SITE Call the following Agency Telephone Numbers for inspections: -Property lines shall be properly identified and marked before foundation footing inspection.Setbacks are measured to the Building Department Inspections: (360)473-5870 finished wall structure. Water-Public Works: (360)473-5927 -Reinspection fee may be assessed if inspection has been PW-Public Works-Engineering: (360)473-5270 requested when not ready or corrections are not completed. Kitsap Public Health: (360) 337-5235 -Permit,approved plans,engineering,and inspection card shall Fire-Fire Department: (360)473-5386 be on site during construction or Reinspection Fee may be L&I-Dept.of Labor and Industry: (360)415-4000 assessed. Inspection APP DATE Notes Foundation Footings, Property lines shall be properly identified .0"24IC' 5-1 Foundation Walls/Hold downs eeM j'C, is.-i Underfloor Framing Inspection/Anchor Bolts & Washers/Hold Downs 31Jfk l 2 - 114, Shear Wall Panels/Braced Wall Panels ti11/i t 6 y-1‘, Mechanical Rough-In '+p ► ' 1 _/ , I` Plumbing Rough-In i 1 • i'&-14. Gas Piping Pressure Test (. / -/L 5 1' t L&I -Electrical Cover Inspection Before Framing (State 2�� _I --IL Washington) Framing Inspection(Mechanical& Plumb Rough-In, 'Pi. f.... --t Elect Cover Completed) b Insulation -Wall ( .-2©-(,,(, Fire Rated Assembly ( -'2,5 -(1.. Sheetrock Nailingeht 2,� I,b Paved Driveway& parking areas 13( ',Ike, Insulation -Ceiling ] 3 », ((o Insulation -Underfloor lati6 3 )-D- ic, Energy Code-Duct Testing -Provide signed affidavit to Bldg Dept /5 '3ia3-J(k Energy Code-Air Leakage Test(Blower Door Test) / 3(),4,C L&I -Electrical Final Inspection 43t�.L=--I 3- 2_37-1le PW-Sewer Lateral - Jo- t3-/S i PW-Final Inspection -Utilities it., Si 1 FINAL BUILDING (360) 473-5870 All of the above must be approved. Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WITHOUT BUILDING DEPARTMENT APPROVAL Page I of 2 BUILDING PERMIT 3774 MARITIME DR SW LOT 44 • INSPECTION CARD NEW SFR - BASIC 1713 CITY OF PROTECT THIS CARD FROM THE WEATHER BREMERTON Inspection APP DATE Notes PW-Right-of-Way Other PW-Driveway approach final Final Inspection-Building L 7J`L`d'i�o (=OP- eno+ l'z Ern 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 12) do 499 // ~*---It . ' g — PERMIT CENTER RESIDENTIAL BRE ERrovi; Building Permit Application - IS 1 y üô' Department of Community Development ' 345-6th Street,Suite 600 ' Bremerton 'WA ' 98337-1873 (360) 473-5275 ' '%•( (360) 473-5278 ' wiwv.ci.bremerton.wa.us [Applicant 0Owner (v Contractor ❑Authorized Agent Site Address: 3 T7 fta/r/TI t,L Di- c) L-Oi- 1-19 • 1 -113 3 To apply for a property address,contact Public Works at(360)473.5270 CONTRACTOR:Fru,SionC 16.Ai5;3,/,, 1/.1..t OWNER: Freetbint, i , k LLL Address: & )-d, •01-" ,t E Address: (op-0 Wk 5{- c� City, State, Zip: F ill_u/A 9q` + City, State,Zip: F.tt, v./A ,i,c447.4 License#B Exp. Date: FRE65r49(i4ivL I/A i(. Phone#: ( )-.`) 5)- Sit,-- \-5(7t) Contact Name: Malt_olyr (9( 4 ' Authorized A•ent Name: Contact Phone#: (1633 )- 'g96-vilo0 Address: Email address:matWlMy p fres e,,,Lo0404.1;ei,com City, State, Zip: Tax IDIParcel#: S5`t 6--000 -6 614 q"- o00-7 Phone#: ( ) r-g Sewer [ I Septic Erna' address: What Is the application for? (Please check) New Construction )Alteration El Addition [vf NEW SINGLE-FAMILY RESIDENCE RESIDENTIAL REBUILD In NEW DUPLEX I [ RESIDENTIAL ADDITION I I NEW MANUFACTURED HOME n RESIDENTIAL REPAIR [ I NEW GARAGE/CARPORT I NEW ACCESSORY BUILDING I [ 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. i IOTHER; IS THIS PROPERTY WITHIN 200 FEET OFA SHORELINE? YESI J NO (D� Scope of work proposed: kJ Ucv S Square Footage: Building: Ist Floor 71g Basement Garage: tst Floor . 3 2nd Floor q g5 Other 2nd Floor Deck(s): 13 R Valuation Plan Review Fee Permit Fee Surcharge Total Fees >0.J Sao -,. Application for which no permit is issued within 180 days following the date of application shad 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 alter expiration,the applicant shall resubmit plans and pay a new plan review tee 0 -/1(//t, r a. (Print) Date Rev Oct 2008 (Continued on back) t.--(f 8 "rig;: P 1 PJ\��1 T CE T.LTM D-at. of Communi Develo.ment*345 -6th Stree Suite 600*Bremerton*WA*98337-1873 Ilia Mechanical (jI Plumbing l 1 Type of Fuel: ❑ lectric Li Gas ❑Oil 0 Propane Occupancy: {4 Residential ElCommercial Site Address: 37-7 Lf- Aq/f es 1)(. CONTRACTOR:Fr,,t5 P5.y5;,k" 1,1.GOWNER: Ficcsty� B. �t� LLG Address:(0 00 )._o- S r E Address:G Lo �o t-,.. $t- E City, State, Zip: F,'k VAq ,- 13 City, State,Zip: Eft, t,,/Pr q g��t License#: FREESI4'I( UZ Phone#(153 )-g1G-�'x1U Contact Phone #: ( _53 ) $96 i3o0 Tax ED/Parcel#: S516,-p 00 -O tf- -U60 7 NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE AIR HANDLING UNIT>10,000CFM ATMOSPHERIC VACUUM BRKR 1-S AIR HANDLING UNIT<10,000 CFM ATMOSPHERIC VACUUM BRKR>5 S BATH FAN AND/OR EXHAUST FAN BACKFLOW DEVICE<=2" CLASS 1 HOOD&DUCT SYSTEM BACKFLOW DEVICE>2" CLASS 2 HOOD&DUCT SYSTEM BUILDING SEWER CLOTHES DRYER WI EXHAUST I CLOTHES WASHER COMMERCIAL FURNACE/DUCT COMMERCIAL FLOOR BRAIN COMM. FURNACE>I00,000 BTUS1111 I DISHWASHER COMPRESSORS DRAIN PIPE/VENT PIPE ALTERATION I COOK STOVE WI EXHAUST DRINKING FOUNTAIN DUCT CHANGE W/O NEW FURNACEII FLOOR DRAIN ELECTRIC FURNACE/HEAT PUMP FLOOR SINK/INDIRECT WASTE EVAPORATIVE COOLER -..__ ------ GREASE INTERCEPTOR OR GAS LOG INSERT a HOSE BIBBS FIREPLACE WOOD OR WOODSTOVE INDUSTRIAL SAND/OIL INTERCEPTOR GAS WATER HEATER& VENT111 LAWN SPRINKLER W/BACKFLOW DEV, GAS PIPING ROOF DRAIN MISCELLANEOUS MECHANICAL SHAMPOO SINK W/BACKFLOW DEVICE I NATURAL GAS FURNACE/DUCTING 5 SINK(LAY,KITCHEN,MOP OR BAR) PROPANE FURNACEJDUCTING SUMP PUMP PROPANE TANK(<2000 GALLONS) 3 TUB AND/OR SHOWER UNIT UNIT HEATER 1) WATER CLOSET AND/OR URINAL OTHER: OTHER 1 OTHER: OTHER: J MECILANICAL FEES: I - -- - — I PLUMBING FEES: 7 L TOTAL FEES: t /In Ittr .321" • 7116/),615 Applicant's Sighs lure Date RESIDENTIAL-7ySITE PLAN QUESTIONNAIRE 1. Site Address: 37 / I Au u i i 'v i D r . •fit 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) JUL 2 3 20415 CRITICAL AREA CHECKLIST: ciL y of Bremerton, DC 3. Slope is calculated by dividing the vertical Check all that apply to the site and areas within 200 feet of the distance by the horizontal distance and then site. multiplying the result by 100. Example: Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15%. Vertical Distance=20' Hilly: slopes present on site of more than 15% and less than 30%. Steep:4 111. grades ofgreater than 30%present on site. Horizontal Distance = 100' Other(please describe): Vertical 20 feet Horizontal 100 feet=.2 X 100=20% slope 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/N 5. Is there an apparent wetland present on the site or on properties within 200 feet of the site? Yes/610 RESIDENTIAL DEVELOPMENT WORKSHEET: �� 6. What is the amount of grading proposed(in cubic yards),not including foundation area? Fill amount Cut amount Total grading ej b L NOTE: Grading over 50 cubic yards requires a separate permit. Will the grading material be imported or exported? Yes/ 7. Please provide the following information. The setbacks are measured from the finished exterior wall of a structure to the lot line, not from the foundation. Accurately represent your setbacks on site plan. DESCRIPTION PROPOSED _ Front yard setback 1$ *Use this as the second front yard setback Rear yard setback* `ZI/ for corner lots and through lots. Side yard setback Side yard setback '5'(QV **Development Coverage is defined as Maximum height i7h that portion of a lot covered by impervious Development coverage** 51j0 surface areas of all structures, and Number of off-street impervious paved areas, such as parking spaces driveways and walkways. Residential Questionnaire Revision: October 2008 Contractors name: Freestone Bayside,LLC 6820 20th St E. Suite A Fife, WA 98424 Ph: 253-896-1300 Contact: Malcolm Griffin 253-896-1300 This document reflects receipt of payment from the above contractor in the amount of$ 10,590.00 For payment of traffic impact fees on the following permits at$ 1,059.00 per permit: Lot Permit Address Parcel# 1 BB15 00509 2102 SW Nautical St. Bremerton 98367 5596-000-001-0008 $1,059.00 30 BB15 00508" 3718 Maritime Dr. Bremerton 98367 5596-000-030-0003 $1,059.00 31 BB15 00507' 372iMaritime Dr. Bremerton 98367 5596-000-031-0002 $1,059.00 32 BB15 00506' 3726 Maritime Dr. Bremerton 98367 5596-000-032-0001 $1,059.00 39 BB15 00505' 3754 Maritime Dr. Bremerton 98367 5596-000-039-0004 $1,059.00 40 BB15 00504 3758 Maritime Dr. Bremerton 98367 5596-000-040-0001 $1,059.00 41 BB15 00502✓ 3762 Maritime Dr. Bremerton 98367 5596-000-041-0000 $1,059.00 42 BB15 00501 / 3766 Maritime Ct. Bremerton 98367 5596-000-042-0009 $1,059.00 43 BB15 00500' 3770 Maritime Dr. Bremerton 98367 5596-000-043-0008 $1,059.00 44 BB15 00499 3774 Maritime Dr. Bremerton 98367 5596-000-044-0007 $1,059.00 Total : S10,590.00 Check Number: Icfq South Kitsap School District Receipt for Impact Fees for Residential Building Permits Contractors name: Freestone DFF Bayside, LLC 6820 20th St E. Suite A Fife, WA 98424 Ph: 253-896-1300 Contact: Malcolm Griffin 253-896-1300 This document reflects receipt of payment from the above contractor in the amount of$ 10,351.00 For payment of impact fees on the following permits at$ 1,039.00 per permit: Lot Permit Address Parcel# 1 BB15 00509✓ 2102 SW Nautical St. Bremerton 98367 5596-000-001-0008 $1,039.00 30 BB15 00508'/ 3718 Maritime Dr. Bremerton 98367 5596-000-030-0003 $1,039.00 31 BB15 00507/ 372dMVlaritime Dr. Bremerton 98367 5596-000-031-0002 $1,039.00 32 BB15 00506" 3726 Maritime Dr. Bremerton 98367 5596-000-032-0001 $1,039.00 39 BB15 00505 f 3754 Maritime Dr. Bremerton 98367 5596-000-039-0004 $1,039.00 40 BB15 00504' 3758 Maritime Dr. Bremerton 98367 5596-000-040-0001 $1,039.00 41 BB15 00502 3762 Maritime Dr. Bremerton 98367 5596-000-041-0000 $1,039.00 42 BB15 00501 / 3766 Maritime Ct. Bremerton 98367 5596-000-042-0009 $1,039.00 43 BB15 00500' 3770 Maritime Dr. Bremerton 98367 5596-000-043-0008 $1,039.00 44 BB15 00499 3774 Maritime Dr. Bremerton 98367 5596-000-044-0007 $1,039.00 Total : S10.390.00 After payment,the Contractor shall provide a copy of this receipt to the City of Bremerton Building Department. No new residential construction permits will be issued until proof of paid impact fees is received. Please note that this fee is payable by check, money order or cashier's check only. Questions regarding this fee can be directed to Leslie Foos, Director of Business Services at (360) 874-7015. For SKSD Accounting Purposes Only: Receipt# Date Check# SDSD Signature Contractor Signature (6-0V\ (15 14 (-VI CI<AALli jf51) Leslie Foos Malcolm Griffin ~ ~ City of Port Orchard Z15 Pr Port Orchard. WA 983F6 0B/l5/2015 1:02 FM Receipt No,O5961555 FMEES|[CF DAXSIDF, LLC rR \055O.00 111 O Fayside SFPA TranL otn#1 q 8-9\-42-43-44 10,550.00 Lash: 0.00 Check� 1O,590.0O Tot10,5L10.00 �Aonge� -- Account Du once: $0.00 • I c ' -0o U t. pv i r , i, O O tir al 174.:R—r-rH F 7---'74 - -11 a i's '`' to 0 6 1 � Pi r , sg in0 gdi 03Pi • 11 r -7(------ _ 0 ly (** \ orPli4,- .1 _T-36- g A -9 0, _ (r; ____ ____ ___ ...4 ft. _ : f` vk 3_ (A 0:4511\\ � I ; II I - /,i 6' gi -( t 0., . Q " 4 — r f, �'IIT — II -i- F I d \ ( r; I i b i \ \ I1 , \ \ \ / � ' I 1 / I nt i �' -�q o a) G t / I J l � � i I I -0 4 s ,x �•a it -9,C,Dp 3 %' J IU G g2.1 D I I iQ < , d 1 I I 1 8.3 it 11 4(:_ 1 I 0 i I i I - _ I i ._, — I 6 c I , U rs tni 1 4 1.`-' I ti......... . 04I 3�,op' 01 F 1,, nY.7 �,j N. „i 0.1 , 1 tT1 tN c- r j T Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information F'rsestone Flan 1 S,Baysrd 682a�20th St E EIfe,WA 9 424 F --774,r1 6 1311 s E R gai7 , eIii4i0 6 freestone,0,115: r s comb., 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 Date All Climate Zones R-Valued U-Factor° Fenestration U-Factor° n/a 0.30 Skylight U-Factor n/a 0.50 _ a T� Glazed Fenestration SHGCo,e n/a n/a c-FID: 3 6�� ;'' Ceiling 49i 0.026 E4 K' Wood Frame WallQK '' 21 int 0.056 �a Mass Wall R-Value' 21/21" 0.056 JUL L ,3 LUl Floor 30g 0.029 Below Grade Wallc,H 'i'I 10/15/21 int+TB 0.042 City of Bremerton, DCD Slab(' R-Value& Depth 10,2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 02.Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. 03. Large Dwelling Unit: 2.5 points Dwelling units its exceeding 5000 square feet of conditioned floor area. E14. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 1 b Efficient Building Envelope 1 b 1.0 lc Efficient Building Envelope lc 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 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 0 1.5 6 Renewable Electric Energy 0.5 *1200 kWh 0.0 Total Credits 2.00 *Please refer to Table R406.2 for complete option descriptions http://www.energv.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf ii Table R402.1.1 Footnotes For SI: 1 foot.=304.8 mm, ci .=continuous insulation, int.= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration UTfactor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception:Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. `"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. a 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. 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 wherel structural sheathing is used to maintain a consistent total sheathing thickness. The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable toyour 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 Contact Information m ` ' Freestone Compan s.6820 0th St I Fife,.WA..98424 ". Freesto a l?lari 1713 ..' ,q `m , mm' 6/2.0/2014253 8961300 • • �„ i.nakalt46,freiston-06,1110,,,riAleb,m Heating System Type: OO Forced Air Furnace 0 Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions M. Design Temperature Difference(4T) 41 a Bremerton - AT=Indoor(70 degrees)-Outdoor Design Temp Iret Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) " 8. 14,441 Glazing and Doors U-Factor X Area = UA Instructions 0.3034 ,,.' 112.20 Insulation Attic U-Factor X Area = UA Instructions R-494, 0.026 x'985 :`' " 25.61 •T Single Rafter or Joist Vaulted • Ceilings U-Factor Area UA Instructions e • No selection Select R Value Above Grade Walls(see Figure 1) U-Factor Area UA Instructions 0.056 2 2011 123.20 Floors U-Factor Area UA Instructions �;''$ 0.029 1,104 32.02 R-30 Below Grade Walls(see Figure 1) s U-Factor Area UA Instructions No selection , Slab Below Grade(see Figure 1) F-Factor Len•th UA Instructions No selection Select conditioning ,', ,- « Slab on Grade(see Fryure n F-Factor Length UA Instructions Select R-Value Location of Ducts Instructions "; Duct Leakage Coefficient Unconditioned Space I V a 1.10 Sum of UA 293.03 Envelope Heat Load 12,014 Btu/Hour Figure 1. Sum of UAXr1T Air Leakage Heat Load 6,394 Btu/Hour VolumeX 0.6XATX.018 all a aeae Gradg,,;,' Building Design Heat Load 18,408 Btu/Hour Air Leakage+Envelope Heat Loss • Building and Duct Heat Load 20,249 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 28,349 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) Window,Skylight and Door Schedule Project Information Contact Information reaestone.Co paries t ,-„,7,,,,,,,,. i�. ,,, QEF . Freestone Companies; 682()20th St• Fif W,A 9$4 4 Flan 1713 laysldeE 253 896 1300 - � i..,. Y� matco[rg�freestoneCc�manies,go , Width Height Ref. U-factor Qt. Feet "ch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) I €C t 2 8 8 17.8 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) •• y„ 0.0 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet "cn Feet Inch Area UA �•Et,• Ent I ,rt Iufated. 00.,,E rEi!(g U1� 1 3 , 20.0 2.40 A 2,GI Ihyl.'1_ow.E Aargor�ee.PW ` E " 2 ...5 g 10.0 3.00 NFRC 0 30 � � Eb 2 GI;z Vtnyl1ovv; aV 5ne PU1t " NERC Q 30 ;„.,t, 1' i. 5 9 y 5.4 1.63 :' 2 G Vinyl ow zAargone P „E ' 6 '; E NERC; 030 � 1k 3� � 5 16.5 4.95 � G'FuII L to Doi r ti M Ar a Mfg 0 3Q f 2 6 17.8 5.33 �• 2 Glz Viny[LQw E Aargn•neXC3 !ro N,FR,C 030 '..., 1' 6. 5 33.0 9.90 , b 55.0 16.50 illi a..r t.., 2GI`z� yi Law��A`�ar��ie XO..� � `' N�'RC 1,11•801 ,,:w, .,, . 0 s 2,GIz Vlnyl Low E=°Aargone PW .. NRC 0 30 1; 18.0 5.40 2 lz Umjrl.Low E Aargo Q �P:NFRG 0 30� 5 4' 22.5 6.75 2 Giz lftnylLcwEAargortiet ,...' NFIC70 •:,,,,,,,,,,,,,,,,,m17;;;„40 .., 1',,f , 4. 20.0 6.00 ii- 2 Giz V nylE L`ow E Aar on Sl € E 1 1 ,R' , FRC 030 1, 3 12.0 3.60 tea, Clz Vrny1:,Lwt , argore X,C ...w NI`RG,gyp,3t3,._.. . ,,.., .. 20.0 6.00 2_GIz Vlnyi owgoneZSH � NERC101,30,00.„:041... _ 2 4 8.0 2.40 °�2,GlzhUmyl [ow•E Aargone PW,., NFRC`Q 3{}'° '....q 4 160 4.80 olotililmi2G1 VlnlowIAargori XQ �., NRC 4�0 ; 1j .._ 4 ` ,: 20.0 6.00 �' &\Y ,�s E'P \ w ++nrtah€Ep` - 'i iPt ZEN. r 2• Glz VlnylHLow E;Aargorze pw NI=RC 0 30 3 2 E 2460,mat �2 GI 1t�rtyLC6 E Aaigorte)�Q - NFR 0 0 2 '2 0,,z,.;,, 112004.....0000 4.0 4.20 2,GlzUinC�ow€EAarggnepw .a�.. NERC Oy3{}ri°k.. 3 2.. � 6 .. 36.0 10.80 ,,r' a...3. a.. �.,:..: , s ... . . ,. .,. 0.0 0.00 ..,, ,t.,, �E , ,.:.. t<; t ,xE'E 0.0 0.00 0 ti µ 0.0 .00 FJ. 0 S - EGRa - � f € i ..N... ,,.<. o v.:: ,..,.,,:' t. 0.0 0.00 E , , a E ,�� r E A >f 0.0 0.00 % .. n., 0.0 0.00 a _ 4 io OJT I '' aE� \ $`At_ ageg � ��w..t ..._,, .., ...! � € E�,.a�#fz. 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EE•. a h �. . x� 1 �� A`a.ns� �4: iimi 1kR `Yvk y - �hR 3 d • §�€ ` A`1£ R .4. zEW €Ys+kr... /' o'er pyo( °eN' -. £i`" " ,a \� gl'.." ligii r -, 0.0 0.00 �x -„,...,,,,,c.,44,-,---< ..�.'••:. "..,'.��.K 11 ."k..:. ,�,{ .„..,,,„„„1,„„,„,.., ;, -.,. ..,- ;P»��... ,/�' V'.Y�\`�. „_ 0.0 0.00 Sum of Vertical Fenestration Area and UA 356.2 103.26 Vertical Fenestration Area Weighted U= UA/Area 0.29 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet "0h Feet Inch Area UA ti r. a �� ... ' .� 0.0 0.00 a'NYni E£ 4 £ d � ESE€,ll`tt t ,:'� H, ,{h r (P it, r .�fr� / €3 kk /_ °�9 $i: -s3 0.0 0.00 ,. v.. ��,.'d, wfunxH.,h ._. , o,...,. e... ..�. ,,,� ., fijn,.'.. 0.0 0.00 � � tok �/�� q tl. �A `11R� �tC T �" � \\rc Y EE 0.0 0.00 rnr� EER , ;EE""'?�k £ria x, 00 000 €h.. , ...., . ... .,. _... �,,... M ..: .E .- ... ..:..., �0,;: 0.0 0.00 Sum of Overhead Glazing Area and UA 0.0 0.00 Overhead Glazing Area Weighted U= UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 374.0 103.26 9trAs�etEE�t 1'1Permit Center .wn sak2a' Dept ,.of Community Developmentay S\ (� 345' :6th;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 111 If•improperly ventilated,our. homes can cause•some of us to become ill too.With all of thenew materials we use to cons truct and.furnish our buildings, Itis 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 do describe which of the four prescriptive Whole House Vent latiot Systems you wfll be;using,:and fiu`in any:blanks'be:,boxes;under the System you:choose LIOption 1 Whole house Ventilation Using Exhaust Fans(IRC'Section M1507 3 4) •`r• 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 fans)imust be shown on the plans The"intermittent:mechanical ventilation system shall operate at least one'hour outof every four when designed for intermittent operation in accordance with Table M1507.3.3 2 •:> Fan Controls 24 hour clock timer•capable of;continuous operation with manual and automatic control; be accessible •;: Whole.house fans located 4 feet or less from the interior grille shall have a sone rating of 1 0 or less at 0 1 inches w g per HVf 915(2009) At the'time"of final inspection the automatic:control shall be setito operate the whole house:fan according to the schedule used to;< calculate the'whole house;fan s izing •i Outdoor air shall be distributed to each.habitable room.by individual outdoor air inlets With controllable:and secure openings provide at least4'sq In of opening for each sp•a•ce;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 Alr Heating System(IRC Section M t 507 3 5) • inch,Fresh air duct connected to the furnace return:plenum sized Per.Section M,1507 3 3 z • Intteegrated forced-air vent lation'systems shall have an outdoor air inlet duct connecting a terminal element on the outside.of the building T) ' to.the:return air plenum of;the forced-air system ata pOrt within 4 feet upstream;of:the air handler • The outdoor air inlet duct connection to the return airstream 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;feld testing with a flow hood or:.a flow measuring:station • Outdoor Air inlets shall be screened;or•otherwise protected from•entry,by leaves orother material and located is • All Ventilation supply duffs in the conditioned,;space snail be insulated to a minimum of R-4' 1 1 Option 3 .Whole house Ventilation Using:a Supply Fan(IRC Sedlon M1507 3 6) inch.Outdoorair inlet duct,connected to the furnace:supply airstream sized Per Table M 5076'2:(attached):. • Fresh Au Inlet;Back-draft Damper plus one of the following (Choose one) Cal brated manual volume damper installed and set to meet the measured flow rates in Table 15073 3(1)(attached)by field testing -.with"a pressure gauge:and/or following:Manufacturer.s installation instructions. El A 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.rneasunng statwn An automatic flow-regulating device sizedto Ute specfied flow rate in Table M1507 3 3(1)'which provides constant flow over a pressure range of 0:20 to 0.60 inches water gauge.;; •:` Outdoor Air inlets shall be Greene• or otherwise protected from entry by leaves or'other material anti located • ': All Ven[ilation supply ducts,in-the conditionedspace shall be insulated to a;minimum of R 4 Option,4,;Whole house Ventilation Using a Heat Recovery.Ventilation System • All duct work in:heat recovery system shall be et least 6:inches:rndiameter. • Balancing dampers shalt.be installed on the inlet and exhaust side • i Flow.ineasurement grids.shall be`installed on the supply and return System minimum flow ratingshall.not be less than.specified inTable M1507 3 3(1)< r ▪,„ Outdoor a� inlets shall.tie screened;or otherwise protected from entry by leaves or other material and;located." '.:. • Ventilation Supply Ducts,in"the conditioned space upstream of the heat exchanger shall be insulated to a minimum of R ,> FREESTONE 8820 20th Street East Fife,W A9Bd24 General Requirements - • all �,o --> At the time of final inspection, the automatic control time shall be set to operate the whole hduse fan according to the schedule used for the calculation. • A label shall be affixed to the control that reads"Whole House Ventilation"(see operating instructions) • 24-hour clock timer installed with capability of continuous operation, manual and automatic control, readily accessible. • • Installer shall provide the manufacturer's installation, operating instructions, and a whole house ventilation system operation description. • Standard air leakage caulking shall be installed In the following locations(WSEC Table R402.4.1.1): a) Wiring/ plumbing/ duct register penetrations b) Rim joist/ mud sill (heated lower floors) c) Light fixture/ flue penetrations d)Around window and door frames Airflow between fresh air ports OR openable screened windows and whole-house fan ensured by undercut door(minimum 1/2"), or grilles. (IRC M1507.3) REFERENCE TABLES Table M1507.3.3(1) Continuous Whole House Ventilation System Airflow Rate Requirements(cfm) Floor Area(fl') Number of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 X 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 _ >7500 105 120 135 150 165 Table M1507.3.3(2) Intermittent Whole House Mechanical Ventilation Factors Run-Time Percentage in Each 4-Hour Segment 25% 33% 50% 66% 75%X 100% Factor 4 3 2 1.5 1.3 1.0 Table M1507.3.6.2 Prescriptive Supply Fan Duct Sizing ^_ ^ Supply Fan Tested CFM at 0.40"w.g. I Specified Volume Minimum Smooth Minimum Flexible Duct from Table Duct Diameter Diameter I X11507.3.3(1) 50-90 cfm 4 inch 5 inch 90-150 cfm 5 inch 6 inch 150-250 cfm- 6 inch 7 inch 250-400 cfm 7 inch 8 inch PRESCRIPTIVE HEATING SYSTEM SIZING All heating equipment must be sized using a recognized engineering practice.Typical sources include: •ASHRAE Handbook of Fundamentals. •ACCA Manual J,8th Edition-Residential Load Calculation. •ACCA Manual N-Commercial Load Calculation. WSEC:wwv.energy.wsu.edu/code - _ KLiEMAN _.lt _ • eROS. its a f i n g and 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 W1NSEC Code DocsNentilation Air Report\Fan Size—4-5 bed 1501-3000-75ctm Printed 8/19/14 jiif IC.� • - �-,.y} 5�'ai mo' �• STRUCTURAL ESIG 411 i �';�� FOR JUL 2 3 2015 PLAN 1713 City of Bremerton, DCD 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. 7 84,of ltiAsyl r�'.. eV EXPIRES 04/2501 3 WELLER CONSULTING PROJECT NO 14.042 21925 8TH PL W DATE 06/08/15 BOTHELL, WA 98021 PREPARED BY Mark Weller, RE. (425) 488-9868 (425)486 -6715 FAX DESIGN CRITERIA PER THE 2012 INTERNATIONAL BUILDING CODE EARTHQUAKE PER SECTION 1613 Design Per ASCE 7-10 Section 12.8 Equivalent Lateral Force Procedure Base Shear: V=Cs * W Cs=Seismic Response Coefficient W=Effective Seismic Weight Site/Project Specific Design Values: Ss= 1.55 per USGS Si =0.54 per USGS Site Class D (Default) Seismic Design Category D R=6.5 from Table 12.2-1 Risk Category II from Table 1.5-1 Ie= 1.00 from Table 1.5-2 Cs=0.1590 per Section 12.8.1.1 WIND DESIGN PER SECTION 1609(Allowable Stress Design) Design per ASCE 7-10 Section 28.6 Design Wind Pressure: Ps=A. * I,*KzT *PS30 where:X=Exposure Factor KZT=Topographic Factor Ie=Importance Factor PS30=Base Design Pressure Site/Project Specific Values: Basic Wind Speed= 110 mph(V„it) = 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 MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8"0 x 10",A307 or better,w/7"min. Embedment. V= 1.6 x 860= 1376#/bolt CONCRETE DESIGN per Chapter 19&ACI 318-11 Concrete: fe=2500 psi Rebar: f =40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong-Tie Connectors or equal I., A SHEAR WALL SCHEDULE (SEE ANSI/AF& PA SDPWS-2008 Table 4.3A&Section 4.3.3) All shear walls to be sheathed from top plate to bottom plate.Block all panel edges. Nail spacing is for all panel edges. Space nails @ 12"o.c.along intermediate framing members. SW-6 v=350 plf 7/16"OSB,w/8d(0.131"0)common nails @ 6"o.c. Anchorage(interior walls only)to SINGLE joist or blkg below: 16d(box)@ 4"o.c. SW-4 v=560 plf 7116"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 SW-2 v=950 plf 7/16"OSB,w/8d(0.131"0)common nails @ 2"o.c.(staggered) Anchorage(interior walls only)to 4x(min.)BEAM or blkg below: %"x 4%"SDS SCREWS @ 3"o.c. NOTE: use min 3" nominal studs @ adjoining panel edges The shear values above are based upon the use of 8d common nails with a full head,a shank diameter of 0.131",and a minimum penetration of 1375". From Table 4.3A use 15/32;8d values with a 0.93 reduction for Hem-Fir& 1.4 increase for wind. 16d @ 16"O.C. 5HEAR WALL EDGE If NAILING 11 RIM JOIST 'I LOCATE SHEATHING �.. JOINT @ COMMON MEMt3ER SHEAR TRANSFER 0 EXTERIOR WALL DETAIL I _-g .1 LI # ,itco * * * 4* *r: *s: *k *k *I: * *k *t O O 00^ M V- Nr O O O N CD N U) 0 IA 0 0 0 N ii CO COIn CI CO ND 0~o O~0_ N- N )A co M Z° 1- A- M V• d' r- e- N. N r- 00 (O 0 O N N 0 * 4 II > II H NIl a n u 4 u u Il u N. VI' U) u 4-. n a) i u o C T �: n 1. o Q. a as N. as as N r. _ Wc. 0 o o N 0 o• 0 o .0 Cr, + + CO (4O OO a0 N co 6a0 vim. M w In O *k *s: *til�v �v w T U LL LL d N tD LL LL U- LL LL LL LL LL Z 03 p0303 0303 0303 u) u) II u u Z 'M 0 'n o (n o N 0 a N L0 V.M Ce LL > = O O M N. 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II ='ll� E II M > W w U U E E.O. o O g a 11 C9 N- , co II vi (' O o 0 C`C1 O v z — - deco Ntn0v- J C C (nr t9 ° � aN � x `n � > 3 Z m a a- (000 �Q7 .- CO Nin CO CO iii F- O M _ _ � 0�,'( (Nr) •N XCC° CON. cn 0 a aQ (�) a) (i t- 3 fn a w 11 01 cv...J a " - II Chi W N CO V La CD d_ > II ° 11- w > < c II {- @V a I�� u. (nz WL > > z L > z r, O all¢ 0 O Q O 0 - f CL 1W Ls . til L 3 7 II , IIlik _./ . Y „ 1; _ i 0 111111- _ � O _:.( _a. yr A,Syn ` oor ��! . t. ..: .... -L ,; Ill , 1 - 0 1111 ri . III 01 SHEATH TRUSS, PER SW-4, L=9', ` MI SEE DETAIL B 1111 Mrt) � II!i 4 02CS16TOBEAMBELOWJ 03 CS16 TO HEADER BELOW �' 50^� I ® CS16 TO WALL BELOW I 0 CS16 TO RIM BELOW © HOLD BACK STUD TO ALLOW - FOR CONTINUOUS SHEAR WALL SHEATHING .; Fib , ,4 -4- HJT 4 0 NOTE: ALL EXTERIOR WALLS & GABLE ENDS TO BE SW-6 U.N.O. UPPER FLOOR SHEAR WALLS i-,.t { T' L� C4-\ t2t c 'e� I- i I 1. 11 IL ,it ILEAC III ar 1 I I I —4 i O .Y j H , 1.._.) (---; t i 1 -J---7 _., - 4- C I (4-) PrQ.eI i >1 E N i#-¢ GARAGE I --ri_vm 0 47-se. .____L(----- (4112..R42.._'(n \ @ G-2A 0 Qi 0 ADD TS22 BEAM TO WALL TOP PLATE .J1-.2. sw 0 ADD (4)A35 RIM TO WALL TOP PLATE 03 EXTEND GARAGE DOOR HEADER TO CORNER, PROVIDE NAILING PER DETAIL C ® A HTT 5 MAY BE USED IN LIEU OF AN STHDIORJ/STHD14RJ HOLDOWN, SEE DETAIL D O A HTT 5 MAY BE USED IN LIEU OF AN STHD10 HOLDOWN, SEE DETAIL E NOTE: ALL EXTERIOR WALLS TO BE SW-6 U.N.O. MAIN FLOOR SHEAR WALLS r L7 • [ u] [ - 3 4 s,-Hai R.'s' I — . CTE 44-i �� _.__ __ 1� 1111- - Lift L_, �THolol T,"fel° NOW., 2_ (4) p2 'in ' ► c 1:. Nor rc., µ3 I ® CONCRETE STEM WALL TO BE 4'-0"MIN.ABOVE GARAGE SLAB 0 A HTT 5 MAY BE USED IN LIEU OF AN STHD1ORJ/STHD14RJ HOLDOWN, SEE DETAIL D 0 A HIT 5 MAY BE USED IN LIEU OF AN STHD10 HOLDOWN, SEE DETAIL E 0 3"x 3"x 1/4" PLATE WASHER SHALL EXTEND TO WITHIN 1/2"OF THE SHEATHING NOTE: USE 5/8" 0 ANCHOR BOLTS W/3" x 3" x 1/4" WASHERS 5'-0" O.C. U.N.O ® (4)5/8"A,B, REQ'D FOUNDATION PLAN Y 1,4 r s W C WELLER CONSULTING JOB NAME PLAN 1713 ENGINEERS,P.C. JOB NUMBER 14-042 PREPARED BY MW DATE 6/ 16/ 14 SHEET NO. l.`O OF Ler 21925 8TH PL W• BOTHELL,WA 98021 PH.(425)488-9868 • FAX(425)486-6715 861(0.131)0 6"O.C. ROOF SHEATHING TRUSSES PER PLAN 0 SHEATH TRUSS PER SW-4, 8d (0.131)@ 6"O.C. PROR (0VIDEING.131)INTERMEDI A5@4REQUIRED"O.C. ATE ROOF SHEATHING *MilEFAM8d (0.131)@ 4"0.C. ►Mi✓ I2 x_A5 REQUIRED VENTED BLOCKING �h•---� H1 @ 24"O.G. ►I SHEAR WALL PER PLAN DETAIL A DETAIL B X r WELLER CONSULTING JOB NAME PLAN 1713 • W C ENGINEERS,P.C. JOB NUMBER 14-042 PREPARED BY MW DATE 6/ 16/ 14 SHEET NO.L`Y OF LI 21925 8TH PL W• BOTHELL,WA 98021 PH.(425)488-9868• FAX(425)486-6715 (2) 2 x_HF#2 STUDS WINDOW/DOOR HITS HOLDOWN / FRAMING 55T316 f C- :- WINDOW/DOOR C=_ / HEADER mom l 11 RIM JOIST W/SOLID BLOCKING SILL PLATE 4 PROVIDE(2) ROWS OF 1 8d @ 2"0.C. SHEAR WALL TO HEADER 11111111 ° 4 o 1 a ° 4 CD _ a a � W c 4 ° J Q W DETAIL D N W Lu (2)2x_HF#2 STUDS w HTT5 HOLDOWN 55TB16 C asC P.T. SILL PLATE DETAIL CE 5 a a - • ° as 4 ° a' 0 v DETAIL E f L r Jvi , 01 r F ` C fLim91. .... .. 4_,Aj ih. g _ - - - ' [ Ill - - 4vjEli r .44)A1Jim1 VVV r ,._, ,. _ 1, , _ ,._ _ 1 DESIGN LOADS: ROOF DL = 15 PSF LL = 25 PSF ENGINEERED TRUSSES BY TRUSS MANUFACTURER NOTE:PROVIDE(2) 2 X 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 Y L4 Y 62- 1vE t .a-- c2_ DESIGN LOADS: (W-- FLOOR LFLOOR DL = 10 PSF LL =40 PSF JOISTS: 2x12HF # 2A16" O.C. �'- N! I FJ1: 2x12HF # 2 12" O.C. o r NOTE: PROVIDE LUS28 HANGERS (a 76 I i ALL FLUSH FRAMED ENDS I' -U C,1I ri HEADERS: 4 x 8 DF # 2 U.N.O. 111111111.111111.11111111 i 1 I;' NOTE: PROVIDE(1) 2 X TRIMMER ' ilimips_ II @ ALL HEADERS U.N.O re a- ` HI: 51l8x12GLB (24F-V4) 1 1mumme BEAMS: I S ft �3 _ NOTE: PROVIDE(2) 2 X POST @ ALL BEAMS U.N.O. '1'�EMI I G �. B1: (3) 2x12HF #2 B2: (2) 2 x 12 HF #2 g 1 �I� " moi' B3: 4x10DF # 2 I B4: (2) 2x12 HF #2 J I I i`�Mill B5: 6 3/4 x 13 1/2 GLB (24F-V4) �, 1 66: 2x12HF # 2 ( I� B7: 2x12HF # 2 B8: 2x12HF # 2 I 11 �l 111, II B9: 5 1/4 x 11 1/4 PSL )-(o22 B10: 3 1/8 x 9 GLB (24F-V4) _ C S II B11: (3) 2xI2HF # 2 1 i t& AB44 Mb 111ffI1iIIIILjtii J.0 ice■I ; C4: (3) 2 x 6 HF # 2 g � N I L�_�•_ _ AHANGERS: CI C( HGR1: LUS210-3 c Z HGR2: LUS210-2 NOTE: PROVIDE (2) ROWS OF 1/4" x 4 1/2" SDS NOTE: PROVIDE SOLID FRAMING SCREWS @ 16" O.C. LEDGER TO RIM AT IN JOIST SPACE TO FOUNDATION ALL TRUSS LEDGER CONNECTIONS FOR ALL PT. LOADS ABOVE UPPER FLOOR FRAMING PLAN r " r fv3 0 0 DESIGN LOADS: FLOOR DL = 10 PSF LL = 40 PSF 'II 1 JOISTS: 2x10HF# 2 (a� 16" O.C. SII 1111111111111 _ NOTE:PROVIDE LUS28 HANGERS(a 1111.11111111111111111 ALL FLUSH FRAMED ENDS Ill BEAMS: 4 x 8 DF# 2 U.N.O. I NOTE: PROVIDE 4 x 4 POST I`i = _ soli I@ ALL BEAMS U.N.O. i om !_ PROVIDE 4 x 6 POST 1 D - I@ ALL BEAM SPLICES U.N.O. `t - — II 11 _ COLUMNS: C5: 4x6DF # 2 r 'II i NOTE: PROVIDE SOLID FRAMING i! IN JOIST SPACE TO FOUNDATION , FOR ALL PT. LOADS ABOVE II LI El MAIN FLOOR FRAMING PLAN VI- BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 ROOF FRAMING GT1 (FOR REACTIONS ONLY) Date:6/12114 Selection (2)2x 10 HF#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.2 in2 R2=4.2 in2 (1.5) DL Defl= 0.09 in Data Beam Span 8.0 ft Reaction 1 LL 1052# Reaction 2 LL 1052# Beam Wt per ft 6.74# Reaction 1 TL 1707# Reaction 2 IL 1707# Bm Wt Included 54# Maximum V 1707# Max Moment 3414'# Max V(Reduced) 1378# TL Max Defl L/240 TL Actual Defl L/528 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Deft(in) LL Defl Actual 42.78 27.75 0.18 0.09 Critical 38.10 11.98 0.40 0.27 Status OK OK OK OK Ratio 89% 43% 45% 35% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 1075 173 1.3 405 Adjustments CF Size Factor 1.100 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:263 Uniform TL: 420 =A Uniform Load A I R1 = 1707 R2= 1707 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. 4 4. I VS BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 ROOF FRAMING GT2(FOR REACTIONS ONLY) Date:6/12/14 Selection 3-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft 7 Conditions NDS 2012 Min Bearing Area R1= 1.3 in2 R2=2.9 in2 (1.5)DL Defl= 0.44 in Recom Camber=0.66 in Data Beam Span 21.0 ft Reaction 1 LL 463# Reaction 2 LL 1113# Beam Wt per ft 9.11 # Reaction 1 TL 841 # Reaction 2 TL 1898# Bm Wt Included 191 # Maximum V 1898# Max Moment 7383'# Max V(Reduced) 1848# TL Max Defl L/240 TL Actual Defl L/299 LL Max Defl L/360 LL Actual Defl L/632 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 75.00 37.50 0.84 0.40 Critical 32.10 10.05 1.05 0.70 Status OK OK OK OK Ratio 43% 27% 80% 57% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adjustments 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:25 Uniform TL: 40 =A Point LL Point IL Distance 1050 B= 1707 17.0 Uniform Load A Pt loads: B R1 =841 R2= 1898 SPAN=21 FT Uniform and partial uniform loads are lbs per lineal ft. (7 r. ) V(D BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 - PLAN 1713 ROOF FRAMING GT3(FOR REACTIONS ONLY) Date:6/12114 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft 7 Conditions NDS 2012 Min Bearing Area R1=3.2 in2 R2=3.7 in2 (1.5)DL Defl= 0.12 in Recom Camber=0.18 in Data Beam Span 8.0 ft Reaction 1 LL 1179# Reaction 2 LL 1338# Beam Wt per ft 6.83# Reaction 1 TL 2068# Reaction 2 TL 2428# Bm Wt Included 55# Maximum V 2428# Max Moment 5011 '# Max V(Reduced) 2048# TL Max Defl L/240 TL Actual Defl L/460 LL Max Deli L/360 LL Actual Dell L/>1000 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 42.19 28.13 0.21 0.09 Critical 21.79 11.13 0.40 0.27 Status OK OK OK OK Ratio 52% 40% 52% 35% Fb(psi) Fv(psi) E(psi x mil) Fci_(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 _ Adjustments 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 -1 263 B=841 5.0 263 H=420 0 5.0 313 I=500 5.0 8.0 I H Pt loads: Ti 0 Q R1 =2068 R2=2428 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. V7 BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 ROOF FRAMING GT4(FOR REACTIONS ONLY) Date:6/12/14 Selection 3-1/8x 16-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.9 in2 R2=2.4 in2 (1.5) DL Defl= 0.53 in Recom Camber=0.80 in Data Beam Span 25.0 ft Reaction 1 LL 1609# Reaction 2 LL 813# Beam Wt per ft 12.53# Reaction 1 TL 3196# Reaction 2 TL 1545# Bm Wt Included 313# Maximum V 3196# Max Moment 13028'# Max V(Reduced) 3069# TL Max Defl L/240 TL Actual Defl L/330 LL Max Defl L/360 LL Actual Defl L/800 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 141.80 51.56 0.91 0.38 Critical 56.64 16.68 1.25 0.83 Status OK OK OK OK Ratio 40% 32% 73% 45% Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adjustments Dv 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:50 Uniform TL: 80 =A Point LL Point TL Distance 1172 B=2428 4.0 Uniform Load A I Pt loads: B ZS. Z . RI =3196 R2= 1545 SPAN =25 FT Uniform and partial uniform loads are lbs per lineal ft. 1. A. i 1V$ BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 ROOF FRAMING • TYPICAL HEADER Date:6/12/14 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.0 in2 R2=2.0 in2 (1.5)DL Defl= 0.02 in Data Beam Span 4.5 ft Reaction 1 LL 788# Reaction 2 LL 788# Beam Wt per ft 6.17# Reaction 1 TL 1274# Reaction 2 TL 1274# Bm Wt Included 28# Maximum V 1274# Max Moment 1433'# Max V(Reduced) 932# TL Max Dell L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(i) LL Defl Actual 30.66 25.38 0.03 0.02 Critical 12.78 6.75 0.23 0.15 Status OK OK OK OK Ratio 42% 27% 16% 12% Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments 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 Loads Uniform LL:350 Uniform TL: 560 =A Uniform Load A R1 1274 Z . R2= 1274 SPAN=4.5 FT Uniform and partial uniform loads are lbs per lineal ft. 1 A. • Ve' BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING TYPICAL JOIST Date:6/12/14 Selection 2x 12 HF#2 @ 16 in oc Lu=0.O Ft Conditions NDS 2012, Repetitive Use Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (1.5)DL Defl= 0.06 in Data 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 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 31.64 16.88 0.20 0.15 Critical 17.29 3.71 0.65 0.43 Status OK OK OK OK Ratio 55% 22% 31% 34% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:53 Uniform TL: 67 =A Uniform Load A Q R1 =433 R2=433 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. 1 F. '1 fvin BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING FJ1 Date:6/12/14 Selection 2x 12 HF#2 @ 12 in oc Lu=0.O Ft Conditions NDS 2012, Repetitive Use Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (1.5) DL Defl= 0.15 in Data 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 Dell L/530 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 31.64 16.88 0.56 0.41 Critical 24.86 4.03 0.90 0.60 Status OK OK OK OK Ratio 79% 24% 62% 68% Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A Uniform Load A Q R1 =450 R2=450 SPAN= 18 FT Uniform and partial uniform loads are lbs per lineal ft. I !- VI BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING TYPICAL HEADER Date:6/12/14 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.1 int R2=1.1 in2 (1.5)DL Defl= 0.04 in Data Beam Span 6.5 ft Reaction 1 LL 293# Reaction 2 LL 293# Beam Wt per ft 6.17# Reaction 1 TL 703# Reaction 2 TL 703# Bm Wt Included 40# Maximum V 703# Max Moment 1142'# Max V(Reduced) 572# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.07 0.02 Critical 11.71 4.77 0.33 0.22 Status OK OK OK OK Ratio 38% 19% 20% 10% Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A Par Unif LL Par Unif TL Start End 50 H=80 0 6.5 1=80 0 6.5 H Uniform Load A Z\ R1 =703 R2=703 SPAN =6.5 FT Uniform and partial uniform loads are lbs per lineal ft. '00 '/,. f Vi12 BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING H1 Date:6/12/14 Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=7.9 in2 R2=8.0 in2 (1.5) DL Defl= 0.37 in Recom Camber=0.56 in Data Beam Span 14.5 ft Reaction 1 LL 2802# Reaction 2 LL 2544# Beam Wt per ft 14.94# Reaction 1 TL 5156# Reaction 2 TL 5227# Bm Wt Included 217# Maximum V 5227# Max Moment 16182'# Max V(Reduced) 4802# TL Max Defl L/240 TL Actual Defl L/273 LL Max Defl L/360 LL Actual Defl L/652 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 123.00 61.50 0.64 0.27 Critical 80.91 30.01 0.73 0.48 Status OK OK OK OK Ratio 66% 49% 88% 55% Fb(psi) Fv(psi) E(psi x mil) Fcl(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 _ Adjustments 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:200 Uniform TL: 250 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1075 B=2112 2.5 50 H=80 0 14.5 646 C=2109 12.25 I=80 0 14.5 I H Uniform Load A Pt loads: B C Q R1 =5156 R2=5227 SPAN= 14.5 FT Uniform and partial uniform loads are lbs per lineal ft. -I i' 6 V13 BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B1 Date:6/12/14 Selection (3)2x 12 HF#2 Lu =0.0 Ft Conditions NDS 2012 • Min Bearing Area R1=5.2 in2 R2=5.2 in2 (1.5) DL Defl= 0.11 in Data Beam Span 10.0 ft Reaction 1 LL 1075# Reaction 2 LL 1075# Beam Wt per ft 12.3# Reaction 1 TL 2112# Reaction 2 TL 2112# Bm Wt Included 123# Maximum V 2112# Max Moment 5279'# Max V(Reduced) 1716# TL Max Defl L/240 TL Actual Defl L/671 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(int) TL Defl(in) LL Defl Actual 94.92 50.63 0.18 0.07 Critical 64.80 14.92 0.50 0.33 Status OK OK OK OK Ratio 68% 29% 36% 22% Fb(psi) Fv(psi) E(psi x mil) Ec i(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 978 173 1.3 405 Adiustments 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A Par Unif LL Par Unif TL Start End 175 H=280 0 10.0 1=80 0 10.0 I H Uniform Load A R1 -2112 R2=2112 SPAN= 10 FT Uniform and partial uniform loads are lbs per lineal ft. [Wrfi BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B2 Date:6/12/14 Selection (2)2x 12 HF#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.5 in2 R2=2.4 in2 (1.5)DL Defl= 0.11 in Data Beam Span 10.0 ft Reaction 1 LL 556# Reaction 2 LL 244# Beam Wt per ft 8.2# Reaction 1 TL 1005# Reaction 2 TL 973# Bm Wt Included 82# Maximum V 1005# Max Moment 2904'# Max V(Reduced) 965# TL Max Defl L/240 TL Actual Defl L/793 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Dell(in) LL Deft . Actual 63.28 33.75 0.15 0.04 Critical 35.65 8.39 0.50 0.33 Status OK OK OK OK Ratio 56% 25% 30% 13% Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 978 173 1.3 405 Adjustments 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point TL Distance Par Unif LL Par Unif TL Start End B=895 7.0 140 H= 175 0 4.0 80 1 = 100 4.0 7.0 I H Pt loads: B Q R1 = 1005 R2=973 SPAN= 10 FT Uniform and partial uniform loads are lbs per lineal ft. r i • Ivs BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B3 Date:6/12/14 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.0 in2 R2=2.2 in2 (1.5) DL Defl= 0.12 in Data Beam Span 9.0 ft Reaction 1 LL 617# Reaction 2 LL 644# Beam Wt per ft 7.87# Reaction 1 TL 1278# Reaction 2 TL 1386# Bm Wt Included 71 # Maximum V 1386# Max Moment 4040'# Max V(Reduced) 1241 # TL Max Defl L/240 TL Actual Defl L/591 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 49.91 32.38 0.18 0.06 Critical 39.04 8.99 0.45 0.30 Status OK OK OK OK Ratio 78% 28% 41% 21% Fb(psi) Fv(psi) E (psi x mil) Fc i_(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1242 207 1.6 625 Adjustments 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: 113 Uniform TL: 180 =A Point LL Point TL Distance 244 B=973 5.0 Uniform Load A Pt loads: 0 0 R1 = 1278 R2= 1386 SPAN=9 FT Uniform and partial uniform loads are lbs per lineal ft. • #� :• V iG BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B4 Date:6/12/14 Selection (2)2x 12 HF#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=5.2 in2 R2=2.8 in2 (1.5)DL Defl= 0.14 in Data Beam Span 10.0 ft Reaction 1 LL 1035# Reaction 2 LL 446# Beam Wt per ft 8.2# Reaction 1 TL 2109# Reaction 2 TL 1119# Bm Wt Included 82# Maximum V 2109# Max Moment 4460'# Max V(Reduced) 1716# TL Max Defl L/240 TL Actual Defl L/571 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 63.28 33.75 0.21 0.07 Critical 54.75 14.93 0.50 0.33 Status OK OK OK OK Ratio 87% 44% 42% 22% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 978 173 1.3 405 Adjustments 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 556 B= 1005 3.0 175 H=280 0 3.0 I=80 0 10.0 H Uniform Load A • Pt loads: 0 0 R1 =2109 R2= 1119 SPAN= 10FT Uniform and partial uniform loads are lbs per lineal ft. '1 V17 BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B5 Date:6/12/14 Selection 6-3/4x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=9.2 in2 R2=6.5 in2 (1.5) DL Defl= 0.33 in Recom Camber=0.49 in Data Beam Span 18.0 ft Reaction 1 IL 3652# Reaction 2 LL 2648# Beam Wt per ft 22.14# Reaction 1 TL 5949# Reaction 2 TL 4249# Bm Wt Included 399# Maximum V 5949# Max Moment 22545'# Max V(Reduced) 5643# TL Max Defl L/240 TL Actual Defl L/321 LL Max Defl L/360 LL Actual Defl L/626 Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl Actual 205.03 91.13 0.67 0.35 Critical 115.45 35.27 0.90 0.60 Status OK OK OK OK Ratio 56% 39% 75% 58% Fb(pstl Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2343 240 1.8 650 Adjustments Cv Volume 0.976 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:200 Uniform TL: 250 =A Point LL Point TL Distance 1179 B=2068 4.0 1075 C=2112 4.0 446 D=1119 14.0 Uniform Load A Pt loads: T3- R1 R1 =5949 R2=4249 SPAN= 18 FT Uniform and partial uniform loads are lbs per lineal ft. VJ 8 it* if BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B6 Date:6/12/14 Selection 2x 12 HF#2 Lu=0.0 Ft Conditions NOS 2012 Min Bearing Area R1=0.6 in2 R2=0.6 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 3.5 ft Reaction 1 LL 175# Reaction 2 LL 175# Beam Wt per ft 4.1 # Reaction 1 TL 226# Reaction 2 TL 226# Bm Wt Included 14# Maximum V 226# Max Moment 198'# Max V(Reduced) 105# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L1 360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 31.64 16.88 0.00 <0.01 Critical 2.79 1.05 0.18 0.12 Status OK OK OK OK Ratio 9% 6% 1% 1% Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 850 150 1.3 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 100 Uniform TL: 125 =A Uniform Load A 0 0 R1 =226 R2 =226 SPAN =3.5 FT Uniform and partial uniform loads are lbs per lineal ft. 4° +F WI BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B7 Date:6/12/14 Selection 2x 12 HF#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.1 in2 R2= 1.0 in2 (1.5)DL Defl= 0.06 in Data Beam Span 12.0 ft Reaction 1 LL 342# Reaction 2 LL 313# Beam Wt per ft 4.1 # Reaction 1 TL 456# Reaction 2 TL 419# Bm Wt Included 49# Maximum V 456# Max Moment 1606'# Max V(Reduced) 406# TL Max Defl L/240 TL Actual Defl L/765 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 31.64 16.88 0.19 0.13 Critical 22.68 4.06 0.60 0.40 Status OK OK OK OK Ratio 72% 24% 31% 31% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) _ Values Reference Values 850 150 1.3 405 Adjusted Values 850 150 1.3 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A L Point LL Point TL Distance J 175 B=226 5.0 Uniform Load A Pt loads: 0 Q R1 =456 R2 =419 SPAN= 12 FT Uniform and partial uniform loads are lbs per lineal ft. • Vao BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B8 Date:6/12/14 Selection 2x 12 HF#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.0 in2 R2=2.0 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 4.0 ft Reaction 1 LL 640# Reaction 2 LL 640# Beam Wt per ft 4.1 # Reaction 1 TL 808# Reaction 2 TL 808# Bm Wt Included 16# Maximum V 808# Max Moment 808'# Max V(Reduced) 429# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 31.64 16.88 0.01 <0.01 Critical 11.41 4.29 0.20 0.13 Status OK OK OK OK Ratio 36% 25% 6% 6% Fb(psi) Fv(psi) E(psi x mil) Fel(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 850 150 1.3 405 _ Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1,00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 _ CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:320 Uniform TL: 400 =A Uniform Load A R1 =808 R2=808 SPAN=4 FT Uniform and partial uniform loads are lbs per lineal ft. Vei BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B9 Date:6/12/14 Selection 5-1/4x 11-1/4 2.0E TJ Parallam W.S. PSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=5.6 in2 R2=5.6 in2 (1.5) DL Defl= 0.11 in Data 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 Attributes Section(in') Shear(in2) TL Defl (in) LL Defl Actual 110.74 59.06 0.37 0.26 Critical 55.85 18.51 0.65 0.43 Status OK OK OK OK Ratio 50% 31% 57% 59% Fb(psi) Fv(psi) E(psi x mil) Fol.(psi) Values Reference Values 2900 290 2.0 750 Adjusted Values 2921 290 2.0 750 Adjustments 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 Loads Uniform LL:500 Uniform IL: 625 =A Uniform Load A R1 =4182 R2=4182 SPAN= 13 FT Uniform and partial uniform loads are lbs per lineal ft. rr *►: VZz BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B10 Date:6/12/14 Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=5.2 in2 R2=5.2 in2 (1.5)DL Defl= 0.09 in Recom Camber=0.13 in Data Beam Span 7.0 ft Reaction 1 LL 2135# Reaction 2 LL 2135# Beam Wt per ft 6.83# Reaction 1 TL 3401 # Reaction 2 TL 3401 # Bm Wt Included 48# Maximum V 3401 # Max Moment 5952'# Max V(Reduced) 2673# TL Max Defl L/240 IL Actual Defl L/444 LL Max Defl L/360 LL Actual Defl L/844 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 42.19 28.13 0.19 0.10 Critical 25.88 14.52 0.35 0.23 Status OK OK OK OK Ratio 61% 52% 54% 43% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adjustments 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:260 Uniform TL: 325 =A Par Unif LL Par Unif TL Start End 350 H=560 0 7.0 I =80 0 7.0 H Uniform Load A Q R1 =3401 R2=3401 SPAN=7 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B11 Date:6/12/14 Selection (3)2x 12 HF#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.2 in2 R2=4.2 in2 (1.5)DL Defl= 0.21 in Data 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/480 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 94.92 50.63 0.32 0.11 Critical 68.02 12.69 0.65 0.43 Status OK OK OK OK Ratio 72% 25% 50% 25% Fb(psi) Fv(psi) E(psi x mil) Fci._(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 978 173 1.3 405 Adjustments 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A Par Unif LL Par Unif TL Start End 75 H= 120 0 13.0 I=80 0 13.0 H Uniform Load A Z\ R1 = 1705 R2 = 1705 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 1713 UPPER FLOOR FRAMING B12 Date:6/12/14 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.7 in2 R2= 1.7 in2 (1.5)DL Defl= 0.18 in Data Beam Span 13.0 ft Reaction 1 LL 650# Reaction 2 LL 650# Beam Wt per ft 7.87# Reaction 1 TL 1091 # Reaction 2 TL 1091 # Bm Wt Included 102# Maximum V 1091 # Max Moment 3546'# Max V(Reduced) 962# TL Max Defl L/240 TL Actual Defl L/445 LL Max Defl L/360 LL Actual Deft L/898 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 49.91 32.38 0.35 0.17 Critical 34.26 6.97 0.65 0.43 Status OK OK OK OK Ratio 69% 22% 54% 40% Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1242 207 1.6 625 Adjustments 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: 100 Uniform TL: 160 =A Uniform Load A R1 = 1091 R2= 1091 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. V ;- y • MBeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 MAIN FLOOR FRAMING TYPICAL JOIST Date:6/12/14 Selection 2x 10 HF#2 @ 16 in oc Lu=0.0 Ft Conditions NDS 2012, Repetitive Use Min Bearing Area R1= 1.2 in2 R2= 1.2 in2 (1.5)DL Defl= 0.15 in Data Beam Span 14.5 ft Reaction 1 LL 387# Reaction 2 LL 387# Beam Wt per ft 0# Reaction 1 TL 483# Reaction 2 TL 483# Bm Wt Included 0# Maximum V 483# Max Moment 1752'# Max V(Reduced) 432# TL Max Defl L/240 TL Actual Defl L/307 LL Max Defl L/360 LL Actual Defl L/423 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 21.39 13.88 0.57 0.41 Critical 19.55 4.32 0.73 0.48 Status OK OK OK OK Ratio 91% 31% 78% 85% Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 1075 150 1.3 405 Adjustments 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 Loads Uniform LL:53 Uniform TL: 67 =A Uniform Load A 0 Q . R1 =483 R2=483 SPAN= 14.5 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 MAIN FLOOR FRAMING TYPICAL BEAM Date:6/12/14 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.8 in2 R2=2.8 in2 (1.5)DL Deft= 0.02 in Data Beam Span 5.5 ft Reaction 1 LL 1375# Reaction 2 LL 1375# Beam Wt per ft 6.17# Reaction 1 TL 1736# Reaction 2 TL 1736# Bm Wt Included 34# Maximum V 1736# Max Moment 2387'# Max V(Reduced) 1354# TL Max Defl L/240 TL Actual Deft L 1820 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl fin) LL Deft Actual 30.66 25.38 0.08 0.06 Critical 24.48 11.29 0.28 0.18 Status OK OK OK OK Ratio 80% 44% 29% 32% Fb(psi) Fv(psi) E(psi x mil) Fc_l_(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:500 Uniform IL: 625 =A Uniform Load A R1 = 1736 R2= 1736 SPAN=5.5 FT Uniform and partial uniform loads are lbs per lineal ft. _ � � � OcLt 4 - 1 tI, PERMIT CENT V EU AUG 14 2014 RESIDENTIAL C f T Y Of BREMERTON Building Permit Application --_.-_-----.- -__ City of Bremerton, DCD Department,of Community Development * 34,5-6th Street,Suitc 600 * Bremerton *WA* 98337-1873 (360) 473-527,5 * Fax (360)473-5278 * www.ci.brcmcrtou.wa.us it;l , .4 ,;" - owner i ! Contractor r--1,Authorized..' :'-nt Site Address: \-\ \-5' \\Ck-\ To apply for a property address,contact Public Works at(360)473-5270 CONTRACTOR: �i.e t3C r\e_j OWNER: ,(ecce'`" -xkk.c-)\C _ u0.., Address: ?D 2f),'"\ . \\e A Address: 2(,1 -2,0\Y1 3:,. ti >Vxikt J_1, City, State, Zip: V e 1,�` �fi42L-I City, State, Zip: V\4 �,, , c1�-\2- License#& Exp. Date �iL`'5Z„V1161N2..'built') Phone#: (P-...). '11 p- 1? -) Contact Name: ec.7. �Ca \,PeNr\e v/ Authorized Agent Name: Contact Phone#: (153 )74;71U-1-6CD Address: Email address. ;c ac;,fiit R`,rn' n\3.0 u'`ility, State, Zip: Tax ID/Par el cj i.. -ct2O-XX1<-Cc Phone#: ( ) vfSewer n Septic Email address: � : , 5 °xr , e t Construction III Alteration Addition NEW SINGLE-FAMILY RESIDENCE RESIDENTIAL REBUILD NEW DUPLEX RESIDENTIAL ADDITI NEW MANUFACTURED HOME j RESIDENTIAL REPAIR NALED /.... �_ NEW GARAGE/CARPORT 1 I NEW ACCESSORY BUILDING n 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. El OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YES NO ✓< O 0 Scope of work proposed: Cl-�tiX \'\ \k) \Oa. C. `r vi oh C Square Footage: Building: 1st Floor r-12Basement Garage: 1st Floor '1DT 2nd Floor Otherj r p2yrld Floe Valuation Plan Review Fee Permit Fee Surcharge Total Fees • I 5 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. A, `_ /X) MI \10,Vti k., )ke0 \-\fc,v)ev ( 1 1)1 ict 'IP 4 . •.icant's Signature (Print) Date Rev.Oct.2008 (Continued on back) 1 A D Tr.?) .V1,1177 I ut ' J AUG 14 2014 • City of Bremerton, DCD W E C 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 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. :; /i - fi 'Z' ‘''' 44 9A-)3 -~r I r.4 P 40910 y,y-, Qk,.c4•G1STEI-V `v�b `SZTrONAl.V•146 4 eP+a-s 04/25/15 1 Mark F. Weller,P.E. President • r7;44ttkl::1- ,-,T1-7`74'7-i't * Pica 1A/C E WELLER CONSULTING ENGINEERS, P.C. 21925 8th Place W• Bothell,WA 98021 • Ph(425)488-9868 • Fax(425)486-6715 Citocuir rm st et, DCD TO: City of Bremerton Building Department August 4,2014 Plans Examiner RE: PIan 17I3 Weller Consulting Engineers,P.C. Job# 14-042 This plan may be used as a"basic"plan on any lot in the plat of"Bayside" located in the city of Bremerton by Freestone only provided that the site does not exceed the following criteria. Wind speed 110 mph—V ult Exposure B Seismic Category D Snow Load 25 psf The cover sheet provided by Weller Consulting Engineers,P.C. does not have to be an original. Weller Consulting Engineers,P.C. assumes full responsibility for the structural design. By: _4f M ""k 4 40910 qt. 4 �� .. Mark F. Weller, P.E. �'c►sr1: k o`�'� ANAL t President _ 1E4PIfE8 04/25/4x" 4' Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products hve an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 20 2'WSEC• m lc Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the 8t o4ns fakiegth 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. _ city Ur*&zm2rtoti, L."_. Project Information Contact Information Freestone Plan 1713 Freestone Companies 6820 0t St E e,:,'' ''Vis` 6 253 896-1300 . Et ckC PeStOneConipanies.corn 1 Heating System Type: © Forced Air Furnace 0 Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature instructionsDesign Temperature Difference(AT) 41 AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 1,713, Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) I', 8.Aj 14,441 Glazing and Doors U-Factor X Area = UA Instructions 0.30 374 '> 112.20 Insulation Attic U-Factor X Area = UA instructions R49 1r,a 0.026 985, 25.61 Single Rafter or Joist Vaulted Ceilings U-Factor Area UA instructions "" " No selection Select R-Value � °' Above Grade Walls(seeFigurel) U-Factor Area UA Instructions 0.056 2,200 123.20 Floors U-Factor Area UA Instructions ,' 0.029 1,104` 32.02 R-30 Below Grade Walls(Se.wyrue 1J U-Factor Area UA ._m ...._ � � Instructions Select R-vahie ° No selection --- Slab Below Grade fre.Fr ure 1) F-Factor Length UA Instructions �_._ .. �-. �.� m _ a ..N� � °1 No selection --- Serect conditioning V i.` Slab on Grade(seeFigur. F-Factor Length UA instructions ,„,,`t, No selection Location of Ducts i ti r ct; -., Duct Leakage Coefficient Unconditioned Space .sem`'° 1.10 Sum of UA 293.03 Envelope Heat Load 12,014 Btu/Hour Figure 1. Sum of UAXAT Air Leakage Heat Load 6,394 Btu I Hour VolumeX 0.6XATX.018 Building Design Heat Load 18,408 Btu I Hour ,.....,, _ Air Leakage+Envelope Heat Loss Building and Duct Heat Load 20,249 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 28,349 Btu I 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) Window, Skylight and Door Schedule Project Information Contact Information Freestone Companies 1 Freestone Companies, 68202 4� rl�lt 8424 Pan 1i'13 Bayside 253 896-1300 Peck Cathie Rick@Freed_rtecpspanies.corra Width Height Ref. U-factor Qt. Fe�ti ¢ ge'tl"ill;rton, DCAtea UA Exempt Swinging Door(24 sq. ft. max.) IECC 1 ' 2 B ei8 '` 17.8 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) J 0.0 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA rt r� Insulated door Mfg 0.12 1 3 6 8 20.0 2.40 2 Glz Vinyl Low E Aargone PW NFRC 0,30 1 2 5 10.0 3.00 2 Glz Vin I Low E Aar.one PW NFRC 0.30 1 5 ° 5.4 1.63 2 Glz Vinyl Low E Aargone PW 'NFRC 0.30 III 3 16.5 4.95 FG Full Lite Door Low E Ar Mf. 0.30 26 17.8 5.33 2 Glz Vinyl Low E Aargone XO NFRC 0.30 Lill 6 5 al 33.0 9.90 2 Glz Vinyl Low E Aargone XO NFRC 0.30 Bill 5 1115 ill 55.0 16.50 2 Glz Vinyl Low E Aargone PW NFRC' 0.30 1 3 in 6 in 18.0 5.40 2 Glz Vinyl Low E Aargone XO NFRC 0.30 1 5 ni 4 in 22.5 6.75 2 Glz Vinyl Low E Aargone XO NFRC 0.30 1 '4 - 1111111120.0 6.00 2 Glz Vinyl Low E Aargone SH NFRC 0.30 1 4 12.0 3.60 2 Glz Vint'! Low E Aargone XO NFRC0.30111111 4 20.0 6.00 r• 2 Giz Vinyl Low E Aargone SH NFRC 0.30 1111 1114 8.0 2.40 2 Glz Vinyl Low E Aargone PW NFRC 0.30 NMI 11 416.0 4.80 2 Glz Vinyl Low E Aargone XO NFRC 0.30 I 1 4 5 11 20.0 6.00 2 Glz Vinyl Low E Aargone pw NFRC 0.30 '3 .... 2,_L 12.0 3.60 2 Glz Vin l Low E Aar•one XO NFRC 0.30 J 2 t2 3I _ 14.0 4.20 2 Glz Vinyl Low E Aargone pw NFRC 0.30 2 N6 36.0 10.80 h____ _ II 0.0 0.00 111111111 0.0 0.00 0.0 0.00 11 0.0 0.00 _� _- I 0.0 0.00 w , 0.0 0.00 II 0.0 0.00 - 0.0 0.00 a 0.0 0.00 11 0.0 0.00 0.0 0.00 - _ _ 0`°° 0.0 0.00 11111 111 1,..,„,„, 0.0 0.00 111111 0.0 0.00 ' 1111111111 III II II 0.0 0.00 il.. 0.0 0.00 L_� I _ 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 111111 I 0.0 0.00 0.0 0.00 all Main 0.0 0.00 Sum of Vertical Fenestration Area and UA 356.2 103.26 Vertical Fenestration Area Weighted U= UA/Area 0.29 Overhead Glazing (Skylights) Component Width Height Description Ref, U-factor Qt. Feet Inch Feet Inch Area UA IIIIIIIIIII 0.0 0.00 __-_- 1 IIII 0.0 0.00 ___-_ 0.0 0.00 1111 y 0.0 0.00 - 11111111111 0.0 0.00 Sum of Overhead Glazing Area and UA 0.0 0.00 Overhead Glazing Area Weighted U= UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 374.0 103.26 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Freestone Plan 1713 Bayside 6820 20th St E Fife,WA 98424 253 896-1300 Rick@Freestonecompanies.com 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. j ' Authorized Representative _ Date AUG 14 2014 All Climate Zones - R-Valued U-Factord Fenestration U-Factor° n/a 0.30 City of Bremerton, DCD Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC°'e n/a n/a Ceiling 49 0.026 Wood Frame Wallg'k'' 21 int 0.056 Mass Wall R-Value' 21/21" 0.056 Floor 30g 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. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 02. 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. J4. 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) 1 a Efficient Building Envelope 1 a 0.5 1 b Efficient Building Envelope 1 b 1.0 El 1 c Efficient Building Envelope 1 c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 El 2c Air Leakage Control and Efficient Ventilation 2c 1.5 El 3a High Efficiency HVAC 3a 0.5 Q 0.5 3b _ High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 1 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 1 5b Efficient Water Heating 1.5 1.5 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 2.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf 1 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. `"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. 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. • FREESTONE 6820 20th Street East Permit Center A Flfe,W Sulte98424 t Dept. of Community Development -aa4 s‘ar'� 345 - 6th Street, Suite 600*Bremerton*WA*98337-1873 WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD IN 2012 IRC Purpose: We have all heard about office and school buildings which cause people to become ill. If improperly ventilated, our homes can cause some of us to become ill too. With all of the new materials we use to construct and furnish our buildings, it is very important that our homes are ventilated in such a way as to provide us with a method to get the stale air out and fresh air in. Please check the appropriate box to describe which of the four prescriptive Whole House Ventilation Systems you will be using,and fill in any blanks or boxes under the system you choose. Option 1. Whole house Ventilation Using Exhaust Fans(IRC Section M1507.3.4) • CFM Exhaust Fan Flow Rating Per Table M1507.3.3(1)and multiplied by factor in Table M1507 3.3(2)(attached). Location of whole house exhaust fan(s)must be shown on the plans. The intermittent mechanical ventilation system shall operate at least one hour out of every four when designed for intermittent operation in accordance with Table M1507.3.3(2) • Fan Controls: 24 hour clock timer capable of continuous operation,with manual and automatic control,&be accessible • Whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.0 or less at 0.1 inches w.g. per HVI 915(2009) At the time of final inspection,the automatic control shall be set to operate the whole-house fan according to the schedule used to calculate the whole-house fan sizing. • Outdoor air shall be distributed to each habitable room by individual outdoor air inlets with controllable and secure openings,provide at least 4 sq. in.of opening for each space, located at least 10 feet from appliance ducts,and located away from where objectionable odors, fumes and vapors are present. rgiOption 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 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) IDCalibrated 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. ElA 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. nAn automatic flow-regulating device sized to the specified flow rate in Table M1507.3.3(1)which provides constant flow over a pressure range of 0.20 to 0.60 inches water gauge. • Outdoor Air inlets shall be screened or otherwise protected from entry by leaves or other material and located • All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4 Option 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 minimum flow rating shall not be less than specified in Table M1507.3.3(1). • Outdoor air inlets shall be screened or otherwise protected from entry by leaves or other material and located • Ventilation Supply Ducts in the conditioned space upstream of the heat exchanger shall be insulated to a minimum of R-4 FREESTONE 6820 20th Street.East Suite A Fife,WA 98424 General Requirements a,�„� i deo -4' At the time of final inspection, the automatic control time shall be set to operate the whole_ hose fan according to the schedule used for the calculation. • A label shall be affixed to the control that reads"Whole House Ventilation"(see operating instructions) • 24-hour clock timer installed with capability of continuous operation, manual and automatic control, readily accessible. • Installer shall provide the manufacturer's installation, operating instructions, and a whole house ventilation system operation description. • Standard air leakage caulking shall be installed in the following locations (WSEC Table R402.4.1.1): a) Wiring/ plumbing/ duct register penetrations b) Rim joist/ mud sill (heated lower floors) c) Light fixture/ flue penetrations d) Around window and door frames Airflow between fresh air ports OR openable screened windows and whole-house fan ensured by undercut door (minimum 1/2"), or grilles. (IRC M1507.3) REFERENCE TABLES Table M1507.3.3(1) Continuous Whole House Ventilation System Airflow Rate Requirements(cfm) Floor Area(f12) Number of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501—3000 45 60 ?C 75 90 105 3001—4500 60 75 90 105 120 4501—6000 75 90 105 120 135 6001—7500 90 105 120 135 150 >7500 105 120 135 150 165 Table M1507.3.3(2) Intermittent Whole House Mechanical Ventilation Factors Run-Time Percentage in Each 4-Hour Segment 25% 33% 50% 66% 75%X 100% Factor4 3 2 1.5 1.3 1.0 Table M1507.3.6.2 Prescriptive Supply Fan Duct Sizing Supply Fan Tested CFM at 0.40"w.g. Specified Volume Minimum Smooth Minimum Flexible Duct from Table Duct Diameter Diameter M1507.3.3(1) 50-90 cfm 4 inch 5 inch 90-150 cfm 5 inch 6 inch 150-250 cfm 6 inch 7 inch 250-400 cfm 7 inch 8 inch PRESCRIPTIVE HEATING SYSTEM SIZING All heating equipment must be sized using a recognized engineering practice.Typical sources include: •ASHRAE Handbook of Fundamentals. •ACCA Manual J,8th Edition-Residential Load Calculation. •ACCA Manual N-Commercial Load Calculation. WSEC:www.energy.wsu.edu/code KLIEMANN BROS. Heating and 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), 20121RC Intermittent Whole House Ventilation Integrated with a Forced-Air System - M1507.3.3(2), 2012 1RC 4hr cycle: 3hr ON— 1 hr OFF 75% run time: 60cfm x 1.3 = outside air set at 78cfm Karen Kliemann Kliemann Brothers Heating 253-537-0655 O:/WSEC Code DocsNentilation Air Report\Fan Size—4-5 bed 1501-3000-75cfm Printed 8/19/14 • • • FREESTONE 682020th Street East • Permit Center_:_ ,W e 8424 • • Dept. of Community Development , 5‘t 345 - 6th Street, Suite 600*Bremerton*WA*98337-1873 • WHOLEfi 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. n Option 1. Whole house'Ventilation Using Exhaust Fans(IRC Section M1507.3.4) • - • • CFM Exhaust Fan Flow Rating Per Table M1507.3.3(1)and multiplied by factor in Table M1507.3.3(2)(attached). Location of whole house exhaust fan(s)must be shown on the plans. The intermittent mechanical ventilation system shall operate at least one hour out of every four when designed for intermittent operation in accordance with Table M1507.3.3(2). • Fan Controls:24 hour clock timer capable of continuous operation,with manual and automatic control,&be accessible • Whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.0 or-less at 0.1 inches w.g:per HVI 915(2009) At the time of final inspection,the automatic control shall be set to operate the whole-house fan according to the schedule Used to • calculate the whole-house fan sizing. • • Outdoor air shall be distributed to each habitable room by individual outdoor air.inlets with controllable and secure openings,provide at • least 4 sq.in.of opening for each space,located at least 10 feet from appliance ducts,and located away from where objectionable odors, • fumes and vapors are present. XI 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. • Integratedforced-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 nOption 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. ElA 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 M1507.3.3(1)which provides constant flow over a pressure range of 0.20 to 0.60 inches water gauge. • • Outdoor Air inlets shall be screened or otherwise protected from 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 • • ElOption 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 minimum flow rating shall not be less than specified in Table M1507.3.3(1). • . • Outdoor air(inlets shall be screened or otherwise protected from entry by leaves or other material and located • Ventilation Supply Ducts in the conditioned space upstream of the heat exchanger shall be insulated to a minimum of R-4 FREESTONE 6820 20th Street fast Suite A Fife,WA 96424 General Requirements .. _ • B .,k< C ctip -> At the time of final inspection, the automatic control time shall beset to operate the whole Wise fan according to the schedule used for the calculation. • A label shall be affixed to the control that reads"Whole House Ventilation"(see operating instructions) • . 24-hour clock timer installed with capability of continuous operation; manual and automatic control, readily accessible. • Installer shall provide the manufacturer's installation, operating instructions, and a whole house ventilation system operation description. • Standard air leakage caulking shall be installed in the following locations (WSEC Table R402,4.1.1): a)Wiring/ plumbing /duct register penetrations b) Rim joist/ mud sill (heated lower floors) c) Light fixture/flue penetrations d) Around window and door frames Airflow between fresh air ports OR openable screened windows and whole-house fan ensured by undercut door(minimum 1/2"), or grilles. (IRC M1507.3) • REFERENCE TABLES • Table M1507.3.3(1) Continuous Whole House Ventilation System Airflow Rate Requirements(cfm) • Floor Area(ft) Number of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 }C 75 90 105 3001-4500 60 75 90 • 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 • . Table M1507.3.3(2) Intermittent Whole House Mechanical Ventilation Factors Run-Time Percentage in Each 4-Hour Segment 25% 33% 50% 66% 75%, 100% Factor 4 3 2 1.5 1.3 1.0 Table M1507.3.6.2 • Prescriptive Supply Fan Duct Sizing Supply Fan Tested CFM at 0.40"w.g. Specified Volume Minimum Smooth Minimum Flexible Duct from Table Duct Diameter Diameter M1507.3.3(1) 50-90 cfm 4 inch 5 inch 90-150 cfm 5 inch 6 inch 150-250 cfm 6 inch 7 inch 250-400 cfm 7 inch 8 inch • PRESCRIPTIVE HEATING SYSTEM SIZING All heating equipment 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.energy.wsu.edu/code KLIEMANN BROS. H•a t i n g and 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- 1 hr OFF 75%run time: 60cfm x 1.3 = outside air set at 78cfm Karen Kliemann Kliemann Brothers Heating 253-537-0655 O:/WSEC Code DocsNentilation Air Report\Fan Size—4-5 bed 1501-3000-75cfm Printed 8/19/14 Is PERMIT CENTER AUG 14 2014 Dept. of Community Development*345 —6th Street, Suite 600*Bremerton*WA*98337-1873 ® Mechanical Q✓ Plumbing Type of Fuel: Cl Electric D Gas E Oil ❑Propane Occupancy: a Residential Q Commercial Site Address: 1713-Plan 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, Zip: 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>10,000CFM ATMOSPHERIC VACUUM BRKR 1-5 AIR HANDLING UNIT<10,000 CFM ATMOSPHERIC VACUUM BRKR>5 5 BATH FAN AND/OR EXHAUST FAN BACKFLOW DEVICE<=2" CLASS I HOOD& DUCT SYSTEM BACKFLOW DEVICE>2" CLASS 2 HOOD&DUCT SYSTEM BUILDING SEWER 1 CLOTHES DRYER W/EXHAUST 1 CLOTHES WASHER COMMERCIAL FURNACE/DUCT COMMERCIAL FLOOR DRAIN COMM. FURNACE>100,000 BTUS 1 DISHWASHER COMPRESSORS DRAIN PIPE/VENT PIPE ALTERATION 1 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 1 FIREPLACE—GAS OR GAS LOG INSERT 2 HOSE BIBBS FIREPLACE—WOOD,OR WOODSTOVE INDUSTRIAL SAND/OIL INTERCEPTOR 1 GAS WATER HEATER& VENT LAWN SPRINKLER W/BACKFLOW DEV. GAS PIPING ROOF DRAIN MISCELLANEOUS MECHANICAL SHAMPOO SINK W/BACKFLOW DEVICE 1 NATURAL GAS FURNACE/DUCTING 5 SINK(LAV, KITCHEN, MOP OR BAR) PROPANE FURNACE/DUCTING SUMP PUMP PROPANE TANK(<2000 GALLONS) 3 TUB AND/OR SHOWER UNIT UNIT HEATER 3 WATER CLOSET AND/OR URINAL OTHER: OTHER: OTHER: OTHER: MECHANICAL FEES: PLUMBING FEES: TOTAL FEES: A p 'cant's Signature Date •.a •,,.: ,r n sr.,+,Aa'•-rz =<•�¢ '; .,.;r�fn •.�,.�'. tw �,,,,'>.,v"^"" `�' °`�s ,_�,r�*x aTr _. .:n.. q�Tp�^^+o^ia�r-rte:,^ `�A.... • • • • • • • • • • • • • • • _ d�9 • • • • • S h . l , 17V(thrgrg 3 0,100 STRUCTURAL DESIGN ' "� AUG 1 4 2014 FOR city of Bremerton, DCIS PLAN 1713 BREMERTON, WASHINGTON N NOTE: This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. /Coo/f4 • 04..0 ilk. sr are • * 409i0 s+.� .0> �'GISTI .447 .., 5 /n1'lAL £.'k��. l PI Es 04/25//S WELLER CONSULTING PROJECT NO. 14-042 21925 8TH PL W DATE 06/16/14 BOTHELL, WA 98021 PREPARED BY Mark Weller, P.E. (425) 488 - 9868 (425)486 -6715 FAX i r • 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 Si =0.54 per USGS Site Class D (Default) Seismic Design Category D R=6.5 from Table 12.2-1 Risk Category II from Table 1.5-1 to= 1.00 from Table 1.5-2 Cs=0.1590 per Section 12.8.1.1 WIND DESIGN PER SECTION 1609 (Allowable Stress Design) Design per ASCE 7-10 Section 28.6 Design Wind Pressure: Ps=X * le* KZT * PS30 where: X=Exposure Factor KZT=Topographic Factor le=Importance Factor PS30=Base Design Pressure Site/Project Specific Values: Basic Wind Speed= 110 mph(V„1 X= 1.00 Exposure "B" (<30') "Urban Clustered Area" KZT= 1.00 1e= 1.00 ii 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 appilicable;per 2308 Conventional Light-Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8"0 x 10",A307 or better,w/7" min. Embedment. V= 1.6 x 860= 1376#/bolt CONCRETE DESIGN per Chapter 19&ACI 318-11 Concrete:!I fe=2500 psi Rebar: f,,=40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong-Tie Connectors or equal SHEAR WALL SCHEDULE (SEE ANSI/AF& PA SDPWS-2008 Table 4.3A&Section 4.3.3) All shear walls to be sheathed from top plate to bottom plate.Block all panel edges. Nail spacing is for all panel edges. Space nails @ 12"o.c.along intermediate framing members. SW-6 v=350 plf 7/16" OSB,w/8d(0.131"0)common nails @ 6"o.c. Anchorage(interior walls only)to SINGLE joist or blkg below: 16d(box)@ 4"o.c. SW-4 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 SW-2 v=950 plf 7/16"OSB,w/8d(0.131"0)common nails @ 2"o.c.(staggered) Anchorage(interior walls only)to 4x(min.)BEAM or blkg below: Y4"x 4%"SDS SCREWS @ 3"o.c. NOTE: use min 3" nominal studs @ adjoining panel edges The shear values above are based upon the use of 8d common nails with a full head,a shank diameter of 0.131",and a minimum penetration of 1.375". From Table 4.3A use 15/32; 8d values with a 0.93 reduction for Hem-Fir& 1.4 increase for wind. 16d 016"O.C. SHEAR WALL EDGE NAILING RIM JOIST LOCATE SHEATHING JOINT @ COMMON MEMBER SHEAR TRANSFER 0 EXTERIOR WALL DETAIL L1 00 (Y) N- �T O O O N O N U) 0 10 C O O N co L0 CO 0 10 0~0 CO r- N N a. M Z c- M d' N- r N N ,- DO (0 0 O N N I, U II W II H H II 4 II II II II r- > II H „ w ,S. _ „, „ Tr N U) U) U) to U) V) to U) V' 4- O 0. 0. 0. 0. ti 0. 0. 0. 0. et 0. 0. ti O II p O II _ �O d V O O O 0 O O Q (n + +, N O U) CO CO• a= M W v O *k # a ii li m toel iii n. U� @© � � IO- © © © © F- .r. (1) U d N (C Z p (AcoLi_ LL IL LL (L LL LL LL Z (n co(n (n (A (n (n Q N moi; II II II co O to o to O r-- O co a co > j C M V ,- N L.:r-- T' N I-- Ce I I Il i'' 0 0 0 L. 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Co a I Q 00 (NN = Q 00 O co O a) (0 0 0 (0 co 3 0) (0 (0 (9 O a0 ) a)N U) U) U) U) w) a) U I- U) U) U) t L U) U) II w V-• '— 4— II a— v— 4— Er n a c.n cr Q.a a U) r N .- .= C6 u .0 a) -OL Co co co co CO L n co r- U) N 0) .- C CO co N C.) o C \- C O (0 i . a) "- a) , .- J J (6 CO CO .0 CO a (0 *t *t *t ; it *t *t *t cl Nt• .,- CO > d• "f Co LO CD c— N CV ((00 N N r 1 N N 'n- ap nm U) Co 0 m U) U) h • N O• Cu) ff J N N N Jc"-- H J I- J < H M < Cw W — "0 C u. Ur 0 J (Y Gc LL I- J J E O 11 , L � Y Y U U (0 (0 E. . co co ,[) u) (f) N m N (t) E L E L _a) • a) • ii El E 0) 0) CC .. C _ C Cl) O Cl) O LY (O (0 U) (f) (f) LL (f) a) CY O a) J J Uvov 0 (`n0 (`0 a — o = j --- c) (CC)) N N co 0 co co = D F- (0 O O v 44 444 N 44 (0 (0 11 o vv.. h (D (D 11 cc00 LL NN M d 1- L ' .- w w N T- O O 'f0) (f) (f) 0 O O O CO CO 00' (Np .-- Nt 2 x000 s- a- M M M J 9 = rnrn rnvv 9 = aa) J = _ .- U .• U a cn. • a c • X00 000 - X00 Q c OcoC') MMM c OMM Z CO C C O• >' � .9 r` 1` o ao co > '"E .2 o 0 O y x (0 (0,1 0C) 03r000 J .6 C o O ‘- 0 0 '4) (Y r '- L_ U) CO Z Z 200;', cO 0) 0) 00 h Q — cu00 I- NN Cc) Cc) E _ (XMCO ONN = X 0 0 * # O OcJci • >>NN M OC99 N a) I- U) U) (o U) U) N t Co co co U) II V-. ww- w w II w 4.. a s a a 0. LL a s > (0 N N 0 0) O) > CO Nt M ai _z M M co V' V V 1". co _N (0 1) Lco co co 1.0 U) U) 10 .0 CO (f) 33- p) 1 .-: r Cr) C p) CO .4 Cl) C ,- r- c- 2 C O) N J a) "_ J N CO .0 CO (0 .0 CO CO 4t It It # * It It . > Lo 0 > CO a) co co(D 0) N Vf r- dp' CO r) f` N (f) 0) m co co '4) I- ON J N _J F- J F- J (Y Z < CD <LU a0 F- a) L~i01 ' J 2 � 0 _1 J or 0 L4- ❑ Ci w Z c co in- a _ v 0 J w o ti- co z a cu CO W I' m N 3 3 J C II -0 -0 Z m -, W W_ U O x o 4t It it tY X0 � r- t0 4 Z0 LI X N M Q t0 Q a) i Z to C C > > 1Lo o o q as o X 11 0 U d. 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(/) z W a > > Z c > z I- Ls 0 scip t I 10 0 nI k __./ . 0 PA1!: i__ • r o] I 4 f\2 0 SHEATH TRUSS, PER SW-4, L = 9', Ell SEE DETAIL B i 0 Jo_ M 0 CS16 TO BEAM BELOW 0 CS16 TO HEADER BELOW `� © Q il I ® CS16 TO WALL BELOW - I I 0 CS16 TO RIM BELOW -1-1 1 © HOLD BACK STUD TO ALLOW - FOR CONTINUOUS SHEAR WALL SHEATHING _ { reciQT 4 • NOTE: ALL EXTERIOR WALLS & GABLE ENDS TO BE SW-6 U.N.O. UPPER FLOOR SHEAR WALLS 1 L6:3 (4\ ezca 1 b ,E �1c 1a 4 4- .� L f(:: , 6W-z- ,( 2- 11 y EA ILEAC le I Ii { aQ' --q r , ij E ,� v „ ,c,„ ii. ---it Pin 409/ -31-1-1140M-re (9-) R! 1 E NE 4 q- GARAGE Tho T`P. I---I ( v2 &'rn @ iL 0 0 0 ADD TS22 BEAM TO WALL TOP PLATE 4-2. sW f I❑ 0 ADD (4)A35 RIM TO WALL TOP PLATE 03 EXTEND GARAGE DOOR HEADER TO CORNER, PROVIDE NAILING PER DETAIL C ® A HTT 5 MAY BE USED IN LIEU OF AN STHD1ORJ/STHD14RJ HOLDOWN, SEE DETAIL D 05 A HTT 5 MAY BE USED IN LIEU OF AN STHD10 HOLDOWN, SEE DETAIL E NOTE: ALL EXTERIOR WALLS TO BE SW-6 U.N.O. MAIN FLOOR SHEAR WALLS L7 0 o I z 3 -f STFSO1 (2J T` 11.1 . Ii1 J'TC 4 Z ►..�_ �! 9 inommiLuarl — �; • 11 2 II: 1(:C}) REQ.. 111111,11 NoTc. if 2- 11 11 II _ _ 1 II . (4) �. hlcrr( 143 , 2. jt- O1 CONCRETE STEM WALL TO BE 4' -0"MIN. ABOVE GARAGE SLAB Q A HTT 5 MAY BE USED IN LIEU OF AN STHD1ORJ/STHD14RJ HOLDOWN, SEE DETAIL D 03 A HIT 5 MAY BE USED IN LIEU OF AN STHD10 HOLDOWN, SEE DETAIL E ® • 3"x 3"x 1/4" PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE SHEATHING NOTE: USE 5/8" 0 ANCHOR BOLTS W/3" x 3" x 1/4" WASHERS 5'-O" O.C. U.N.O oA (4) 5/8"A.B. REQ'D FOUNDATION PLAN ,. W C WELLER CONSULTING JOB NAME PLAN 1713 ENGINEERS,P.C. JOB NUMBER 14-042 PREPARED BY MW DATE 6/ 16/ 14 SHEET NO. vefs OF L`j 21925 8TH PL W• BOTHELL, WA 98021 PH.(425)488-9868 • FAX(425)486-6715 Sd (0.131)0 6"0.C. ROOF SHEATHING TRUSSES PER PLAN ►.I SHEATH TRUSS PER SW-4, PROVIDE INTERMEDIATE 8d (0.131) @ 6"O.C. FRAMING AS REQUIRED ROOF SHEATHING L 8d (0.131)@4"0.0. L 8d (0.131) @ 4"OC. 2 x_AS REQUIRED VENTED BLOCKING IIT_' H1 @ 24"O.C. 7 SHEAR WALL PER PLAN DETAIL A DETAIL B WELLER CONSULTING JOB NAME PLAN 1713 W ENGINEERS,P.C. JOB NUMBER 14-042 PREPARED BY MW DATE 6/ 16/ 14 SHEET NO.L`l OF LI 21925 8TH PL W• BOTHELL,WA 98021 PH.(425)488-9868 • FAX(425)486-6715 • (2) 2 x_HF#2 STUDS WINDOW/DOOR HITS HOLDOWN FRAMING 551516 WINDOW/DOOR =2 / HEADER RIM JOIST W/50LID BLOCKING SILL PLATE PROVIDE (2) ROWS OF Sd @ 2"0.C. 5HEAR WALL TO HEADER thin d d C a C — d � ° d D 3 � d d J _ d d •OIL Q � DETAIL D (2)2x_ HF #2 STUDS w HTTS HOEDOWN 112 551516 N . P.T. SILL PLATE d d DETAIL C a d 3 d 11 d o d DETAIL E 1 X 1 . II rimorriom Ina riiiimmimio IN I E1 / brei II i Mr - ril' 1 41 1, 0/ . , ii1Ii ...��" ._ r a "41 W . DESIGN LOADS: ROOF DL = 15 PSF LL = 25 PSF ENGINEERED TRUSSES BY TRUSS MANUFACTURER NOTE: PROVIDE(2) 2 X POST 0 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 C2VZ- .. ri `` DESIGN LOADS: ( 2-- FLOOR Z...FLOOR DL = 10 PSF LL = 40 PSF JOISTS: 2x12HF # 2016" O.C. ('�I FJ1: 2x12HF # 2@12" O.C. NOTE: PROVIDE LUS28 HANGERSC� . _- ALL FLUSH FRAMED ENDS HEADERS: 4 x 8 DF # 2 U.N.O. NOTE: PROVIDE(1) 2 X TRIMMER 1 @ ALL HEADERS U.N.O _ �- -, H1: 5 1/8 x 12 GLB (24F-V4) Na BEAMS: NOTE: PROVIDE(2) 2 X POST — @ ALL BEAMS U.N.O. _ . L. ."_.. B1: (3) 2x12HF # 2 � B2: (2) 2x12 HF # 2 4 1)---)I1Y ( r3? -1_ • B3: 4x10DF # 2 -"- ` B4: (2) 2x12HF # 2 11 I41 rig � B5: 6 3/4 x 13 1/2 GLB (24F-V4) � B , / 6: 2x12HF # 2 . 1 B7: 2x12HF # 2 T B8: 2x12HF # 2 FS i _ 1 B9: 5 1/4 x 11 1/4 PSL X22 Tr �3 Cl B10: 3 1/8 x 9 GLB (24F-V4) 4 B11: (3) 2x12HF # 2 B12: 4x10DF # 2 _ .: (, ;rte COLUMNS: Iltr-T-.4 � 2 Cl: (2) 2x6HF # 2 li C2: 4 x 4 P.T. W/AC4 & AB44 C3: (3) 2x4HF # 2 1-li _ C4: (3) 2x6 HF # 2 Mil HI I- HANGERS: LI C( HGR1: LUS210-3 C Z HGR2: LUS210-2 NOTE: PROVIDE (2) ROWS OF 1/4" x 4 1/2" SDS NOTE: PROVIDE SOLID FRAMING SCREWS @ 16" O.C. LEDGER TO RIM AT IN JOIST SPACE TO FOUNDATION ALL TRUSS LEDGER CONNECTIONS FOR ALL PT. LOADS ABOVE UPPER FLOOR FRAMING PLAN VS 0 0 DESIGN LOADS: FLOOR DL = 10 PSF LL = 40PSF JOISTS: 2 x 10 HF # 2 16" O.C. _ NOTE: PROVIDE LUS28 HANGERS ALL FLUSH FRAMED ENDS BEAMS: 4 x 8 DF# 2 U.N.O. NOTE: PROVIDE 4 x 4 POST @ALL BEAMS U.N.O. PROVIDE 4 x 6 POST D I @ ALL BEAM SPLICES U.N.O. COLUMNS: C5: 4x6DF # 2 NOTE: PROVIDE SOLID FRAMING IN JOIST SPACE TO FOUNDATION FOR ALL PT. LOADS ABOVE MAIN FLOOR FRAMING PLAN VI- BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 ROOF FRAMING GT1 (FOR REACTIONS ONLY) Date:6/12/14 Selection (2)2x 10 HF#2 Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.2 in2 R2=4.2 in2 (1.5) DL Defl= 0.09 in Data Beam Span 8.0 ft Reaction 1 LL 1052# Reaction 2 LL 1052# Beam Wt per ft . 6.74# Reaction 1 TL 1707# Reaction 2 TL 1707# Bm Wt Included 54# Maximum V 1707# Max Moment 3414'# Max V(Reduced) 1378# TL Max Defl L/240 TL Actual Defl L/528 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(int) TL Defl(in) LL Defl Actual 42.78 27.75 0.18 0.09 Critical 38.10 11.98 0.40 0.27 Status OK OK OK OK Ratio 89% 43% 45% 35% Fb (psi) Fv(psi) E (psi x mil) Fc (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 1075 173 1.3 405 Adjustments CF Size Factor 1.100 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:263 Uniform TL: 420 =A Uniform Load A Q R1 = 1707 R2= 1707 SPAN =8 FT Uniform and partial uniform loads are lbs per lineal ft. Vs BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 ROOF FRAMING GT2(FOR REACTIONS ONLY) Date: 6/12/14 Selection 3-118x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.3 in2 R2=2.9 in2 (1.5) DL Defl= 0.44 in Recom Camber=0.66 in Data Beam Span 21.0 ft Reaction 1 LL 463# Reaction 2 LL 1113# Beam Wt per ft 9.11 # Reaction 1 TL 841 # Reaction 2 TL 1898# Bm Wt Included 191 # Maximum V 1898# Max Moment 7383'# Max V(Reduced) 1848# TL Max Defl L/240 TL Actual Defl L/299 LL Max Defl L/360 LL Actual Defl L/632 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 75.00 37.50 0.84 0.40 Critical 32.10 10.05 1.05 0.70 Status OK OK OK OK Ratio 43% 27% ° 80% 57% Fb(psi)u Fs/(psi) E (psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adjustments 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:25 Uniform TL: 40 =A Point LL Point TL Distance 1050 B= 1707 17.0 Uniform Load A Pt loads: R1 =841 R2= 1898 SPAN =21 FT Uniform and partial uniform loads are lbs per lineal ft. • ver, BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 ROOF FRAMING GT3(FOR REACTIONS ONLY) Date:6/12/14 Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=3.2 in2 R2=3.7 in2 (1.5) DL Defl= 0.12 in Recom Camber=0.18 in Data Beam Span 8.0 ft Reaction 1 LL 1179# Reaction 2 LL 1338# Beam Wt per ft 6.83# Reaction 1 TL 2068# Reaction 2 TL 2428# Bm Wt Included 55# Maximum V 2428# Max Moment 5011 '# Max V(Reduced) 2048# TL Max Defl L/240 TL Actual Defl L/460 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl Actual 42.19 28.13 0.21 0.09 Critical 21.79 11.13 0.40 0.27 Status OK OK OK OK Ratio 52% 40% 52% 35% Fb(psi) Fv(psi) E (psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adjustments 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 263 B=841 5.0 263 H=420 0 5.0 313 I =500 5.0 8.0 H Pt loads: R1 =2068 R2 =2428 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. ,R 1\/7 BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 ROOF FRAMING GT4(FOR REACTIONS ONLY) Date:6/12/14 Selection 3-1/8x 16-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.9 in2 R2=2.4 in2 (1.5) DL Defl= 0.53 in Recom Camber-0.80 in Data Beam Span 25.0 ft Reaction 1 LL 1609# Reaction 2 LL 813# Beam Wt per ft 12.53# Reaction 1 TL 3196# Reaction 2 TL 1545# Bm Wt Included 313# Maximum V 3196# Max Moment 13028'# Max V(Reduced) 3069# TL Max Defl L/240 TL Actual Defl L/330 LL Max Defl L/360 LL Actual Defl L/800 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 141.80 51.56 0.91 0.38 Critical 56.64 16.68 1.25 0.83 Status OK OK OK OK Ratio 40% 32% 73% 45% Fb(psi) Fv(psi) E (psi x mil) Fci_(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adjustments 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:50 Uniform TL: 80 =A Point LL Point TL Distance 1172 B=2428 4.0 Uniform Load A Pt loads: B . . R1 =3196 R2= 1545 SPAN =25 FT Uniform and partial uniform loads are lbs per lineal ft. v u BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 P ROOF FRAMING TYPICAL HEADER Date:6/12/14 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions i, NDS 2012 Min Bearing Area R1=2.0 int R2=2.0 in2 (1.5) DL Defl= 0.02 in Data Beam Span 4.5 ft Reaction 1 LL 788# Reaction 2 LL 788# Beam Wt per ft 6.17# Reaction 1 TL 1274# Reaction 2 TL 1274# Bm Wt Included 28# Maximum V 1274# Max Moment 1433'# Max V"(Reduced) 932# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.03 0.02 Critical 12.78 6.75 0.23 0.15 Status OK OK OK OK Ratio 42% 27% 16% 12% Fb(psi) Fv(psi) E(psi x mil) Fc i (psi) Values Reference Values 900 180 1.62 6 5 I Adjusted Values 1346 207 1.6 625 Adjustments '', 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 Loads Uniform LL: 350 Uniform TL: 560 =A Uniform Load A 0 R1 = 1274 R2= 1274 SPAN=4.5 FT Uniform and partial uniform loads are lbs per lineal ft. o VI BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 '' UPPER FLOOR FRAMING TYPICAL JOIST Date:6/12/14 Selection 1 2x 12 HF#2 @ 16 in oc Lu=0.0 Ft Conditions ill NDS 2012, Repetitive Use Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (1.5) DL Defl= 0.06 in Data Beam Span 13.0 ft„ Reaction 1 LL 347# Reaction 2 LL 347# Beam Wt per ft 0# Reaction 1 IL 433# Reaction 2 TL 433# Bm Wt Included 0# Maximum V 433# Ir, 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 Attributes Section (in') Shear(in2) TL Defl (in) LL Defl Actual 31.64 16.88 0.20 0.15 Critical 17.29 3.71 0.65 0.43 Status OK OK OK OK Ratio 55% 22% 31% 34% Fb (psi) Fv(psi) E (psi x mil) Fc_i_(psi) Values I 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 53 Uniform TL: 67 =A Uniform Load A d R1 =433 R2=433 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. 1V140 BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 I! UPPER FLOOR FRAMING FJ1 Date:6/12/14 Selection 2x 12 HF#2© 12 in oc Lu =0.0 Ft Conditions NDS 2012, Repetitive Use Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (1.5) DL Defl= 0.15 in Data 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 Attributes 1 Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 31.64 16.88 0.56 0.41 Critical 24.86 4.03 0.90 0.60 Status OK OK OK OK Ratio 79% 24% 62% 68% Fb (psi) Fv(psi) E(psi x mil) Fci.(psi) Values B Reference Values 850 150 1.3 405 Adjusted Values 978 150 1.3 405 Adiustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A Uniform Load A 0 R1 =450 R2=450 SPAN= 18 FT Uniform and partial uniform loads are lbs per lineal ft. Vli BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING TYPICAL HEADER Date:6/12/14 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 • Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (1.5) DL Defl= 0.04 in Data Beam Span 6.5 ft Reaction 1 LL 293# Reaction 2 LL 293# Beam Wt per ft 6.17 It Reaction 1 IL 703# Reaction 2 IL 703# Bm Wt Included 40# Maximum V 703# Max Moment 1142'# Max V(Reduced) 572# TL Max Defl L/240 ' TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.07 0.02 Critical 11.71 4.77 0.33 0.22 Status OK OK OK OK Ratio 38% 19% 20% 10% • Fb(psi) Fv(psi) E (psi x mil) Ec i(psi) Values Reference Values 900 ' 180 1.6 625 Adjusted Values 1170 180 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A Par Unif LL Par Unif TL Start End 50 H =80 0 6.5 1 =80 0 6.5 H Uniform Load A R11'=703 R2=703 SPAN =6.5 FT Uniform and partial uniform loads are lbs per lineal ft. ii ' 11 - . Viz BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 1 UPPER FLOOR FRAMING H1 Date:6/12/14 Selection ' 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions INDS 2012 Min Bearing Area R1=7.9 in2 R2=8.0 int (1.5) DL Deft= 0.37 in Recom Camber=0.56 in Data Beam Span 14.5 ft Reaction 1 LL 2802# Reaction 2 LL 2544# Beam Wt per ft 14.94# Reaction 1 TL 5156# Reaction 2 TL 5227# Bm Wt Included 217# Maximum V 5227# Max Moment 16182'# Max V(Reduced) 4802# TL Max Defl L/240 TL Actual Deft L/273 LL Max Defl L/360 LL Actual Defl L/652 Attributes II Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 123.00 61.50 0.64 0.27 Critical 80.91 30.01 0.73 0.48 Status OK OK OK OK Ratio 66% 49% 88% 55% Fb(psi) Fv(psi) . E(psi x mil) Fc L (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 _ Adjustments 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads j Uniform LL:200 Uniform TL: 250 =A Point LL ii Point TL Distance Par Unif LL Par Unif TL Start End 1075 B=2112 2.5 50 H =80 0 14.5 646 fl C=2109 12.25 I =80 0 14.5 H Uniform Load A Pt loads:; B --e- 4\ R1 ==5156 R2=5227 SPAN = 14.5 FT Uniform and partial uniform loads are lbs per lineal ft. 11 V13 BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B1 Date:6/12/14 Selection (3)2x 12 HF#2 Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=5.2 in' R2=5.2 int (1.5) DL Defl= 0.11 in Data Beam Span 10.0 ft Reaction 1 LL 1075# Reaction 2 LL 1075# Beam Wt per ft 12.3# Reaction 1 TL 2112# Reaction 2 TL 2112# Bm Wt Included 123# Maximum V 2112# Max Moment 5279'# Max V(Reduced) 1716# TL Max Defl L/240 TL Actual Defl L/671 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in') TL Defl(in) LL Defl Actual 94.92 50.63 0.18 0.07 Critical 64.80 14.92 0.50 0.33 Status OK OK OK OK Ratio 68% 29% 36% 22% Fb(psi) Fv(psi) E(psi x mil) Fcl.(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 978 173 1.3 405 Adjustments 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 Loads Uniform LL:40 Uniform TL: 50 =A Par Unif LL Par Unif TL Start End 175 H=280 0 10.0 1 =80 0 10.0 H Uniform Load A R1 =2112 R2=2112 SPAN = 10 FT Uniform and partial uniform loads are lbs per lineal ft. V, 8eamChek v2014 licensed to: Weller ConsultinEngineers, P.C. Reg# 9 5234-65779 PLAN 1713 UPPER FLOOR FRAMING B2 Date:6/12/14 Selection (2)2x 12 HF#2 Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.5 in2 R2=2.4 in2 (1.5) DL Defl= 0.11 in Data Beam Span 10.0 ft Reaction 1 LL 556# Reaction 2 LL 244# Beam Wt per ft 8.2# : Reaction 1 TL 1005# Reaction 2 TL 973# Bm Wt Included 82 # Maximum V 1005# Max Moment 2904'# Max V(Reduced) 965# TL Max Defl L/240 TL Actual Defl L/793 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 63.28 33.75 0.15 0.04 Critical 35.65 8.39 0.50 0.33 Status OK OK OK OK Ratio56% 25% 30% 13% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 978 173 1.3 405 Adjustments CF Size Factor 1.000 II Cd Duration 1.15 1.15 Cr Repetitive 1.00 y Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 I'CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads II Point TL Distance Par Unif LL Par Unif TL Start End B=895 7.0 140 H= 175 0 4.0 80 I = 100 4.0 7.0 H Pt loads: B R1 = 1005 R2=973 SPAN= 10 FT Uniform and partial uniform loads are lbs per lineal ft. Vrs BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 '! UPPER FLOOR FRAMING B3 Date:6/12/14 Selection 4x 10 DF-L#2 Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.0 in2 R2=2.2 in2 (1.5) DL Defl= 0.12 in Data Beam Span 9.0 ft Reaction 1 LL 617# Reaction 2 LL 644# Beam Wt per ft 7.87# Reaction 1 TL 1278# Reaction 2 TL 1386# Bm Wt Included 71 # Maximum V 1386# Max Moment 4040'# Max V(Reduced) 1241 # IL Max Defl L/240 TL Actual Defl L/591 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in') TL Defl (in) LL Defl Actual 49.91 32.38 0.18 0.06 Critical 1 39.04 8.99 0.45 0.30 Status OK OK OK OK Ratio 78% 28% 41% 21% Fb(psi) Fv(psi) E (psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1242 207 1.6 625 Adjustments 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: 113 Uniform TL: 180 =A Point LL Point TL Distance 244 B=973 5.0 Uniform Load A Pt loads: 0 Q R1 = 1278 R2 = 1386 SPAN =9 FT Uniform and partial uniform loads are lbs per lineal ft. Vle 13eamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 iV UPPER FLOOR FRAMING 84 Date:6/12/14 Selection j (2)2x 12 HF#2 Lu =0.0 Ft Conditions NDS 2012 III Min Bearing Area R1=5.2 in2 R2=2.8 in2 (1.5) DL Defl= 0.14 in Data Beam Span 10.0 ft Reaction 1 LL 1035# Reaction 2 LL 446# Beam Wt per ft 8.2 # Reaction 1 TL 2109# Reaction 2 TL 1119# Bm Wt Included 82 # Maximum V 2109# Max Moment 4460'# Max V(Reduced) 1716# TL Max Defl L/240 TL Actual Defl L/571 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes til Section (in3) Shear(in2) TL Defi(in) LL Defl Actual 63.28 33.75 0.21 0.07 Critical 54.75 14.93 0.50 0.33 Status OK OK OK OK Ratio 87% 44% 42% 22% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 978 173 1.3 405 Adjustments 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A Point LL I' Point TL Distance Par Unif LL Par Unif TL Start End 556 B= 1005 3.0 175 H =280 0 3.0 I =80 0 10.0 H Uniform Load A Pt loads:11 13- z\1 R1 =2109 R2= 1119 SPAN = 10 FT Uniform and partial uniform loads are lbs per lineal ft. V'7 _ BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B5 Date:6/12/14 Selection 6-3/4x 13-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=9.2 in2 R2=6.5 in2 (1.5) DL Defl= 0.33 in Recom Camber=0.49 in Data 4 Beam Span 18.0 ft Reaction 1 LL 3652# Reaction 2 LL 2648# Beam Wt per ft 22.14# Reaction 1 TL 5949# Reaction 2 TL 4249# Bm Wt Included 399# Maximum V 5949# Max Moment 22545'# Max V(Reduced) 5643# TL Max Defl L/240 TL Actual Defl L/321 LL Max Defl L/360 LL Actual Defl L/626 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 205.03 91.13 0.67 0.35 Critical 115.45 35.27 0.90 0.60 Status OK OK OK OK Ratio 56% 39% 75% 58% Fb(psi) Fv(psi) E (psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2343 240 1.8 650 Adjustments Cv Volume 0.976 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:200 Uniform TL: 250 =A Point LL II Point TL Distance 1179 B=2068 4.0 1075 C=2112 4.0 446 D= 1119 14.0 Uniform Load A Pt loads: $ D R1 =5949 R2=4249 SPAN = 18 FT Uniform and partial uniform loads are lbs per lineal ft. ii • Vii BeamChek v2014 licensed to:Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B6 Date:6/12/14 Selection 2x 12 HF#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.6 int R2=0.6 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 3.5 ft Reaction 1 LL 175# Reaction 2 LL 175# Beam Wt per ft 4.1 # Reaction 1 TL 226# Reaction 2 TL 226# Bm Wt Included 14# Maximum V 226# Max Moment 198'# Max V(Reduced) 105# IL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(in2) TL Defl (in) LL Defl Actual 31.64 16.88 0.00 <0.01 Critical 2.79 1.05 0.18 0.12 Status OK OK OK OK Ratio 9% 6% 1% 1% Fb(psi) Fv(psi) E (psi x mil) Fc_i_(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 850 150 1.3 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 100 Uniform TL: 125 =A Uniform Load A Q R1 =226 R2 =226 SPAN =3.5 FT Uniform and partial uniform loads are lbs per lineal ft. Vi? BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B7 Date:6/12/14 Selection 2x 12 HF#2 Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.1 in2 R2= 1.0 in2 (1.5) DL Defl= 0.06 in Data Beam Span 12.0 ft Reaction 1 LL 342# Reaction 2 LL 313# Beam Wt per ft 4.1 # Reaction 1 TL 456# Reaction 2 TL 419# Bm Wt Included 49# Maximum V 456# Max Moment 1606'# Max V(Reduced) 406# TL Max Defl L/240 TL Actual Defl L/765 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 31.64 16.88 0.19 0.13 Critical 22.68 4.06 0.60 0.40 Status OK OK OK OK Ratio 72% 24% 31% 31% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 850 150 1.3 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb =0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A Point LL Point TL Distance 175 B=226 5.0 Uniform Load A Pt loads: 0 0 R1 =456 R2 =419 SPAN = 12 FT Uniform and partial uniform loads are lbs per lineal ft. II I V20 BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B8 Date:6/12/14 Selection 2x 12 HF#2 Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.0 in' R2=2.0 in' (1.5) DL Defl= <0.01 in. Data Beam Span 4.0 ft Reaction 1 LL 640# Reaction 2 LL 640# Beam Wt per ft 4.1 # Reaction 1 TL 808# Reaction 2 TL 808# Bm Wt Included 16# Maximum V 808# Max Moment 808'# Max V(Reduced) 429# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 31.64 16.88 0.01 <0.01 Critical 11.41 4.29 0.20 0.13 Status OK OK OK OK Ratio 36% 25% 6% 6% Fb(psi) Fv(psi) E(psi x mil) Fc_l_(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 850 150 1.3 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 320 Uniform TL: 400 =A Uniform Load A z 0 R1 =808 R2=808 SPAN =4 FT Uniform and partial uniform loads are lbs per lineal ft. Vei • BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B9 Date:6/12/14 Selection 5-1/4x 11-1/4 2.0E TJ Parallam W.S. PSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=5.6 in2 R2=5.6 in' (1.5) DL Defl= 0.11 in Data 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 IL Actual Defl L/424 LL Max Defl L/360 LL Actual Defl L/606 Attributes Section (in') Shear(in') TL Defl (in) LL Defl Actual 110.74 59.06 0.37 0.26 Critical 55.85 18.51 0.65 0.43 Status OK OK OK OK Ratio 50% 31% 57% 59% Fb(psi) Fv(psi) E (psi x mil) Fc (psi) Values Reference Values 2900 290 2.0 750 Adjusted Values 2921 290 2.0 750 Adjustments 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 Loads Uniform LL:500 Uniform TL: 625 =A Uniform Load A 0 Q 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 1713 UPPER FLOOR FRAMING B10 Date: 6/12/14 Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions 1 NDS 2012 Min Bearing Area R1=5.2 in2 R2=5.2 in2 (1.5)DL Defl= 0.09 in Recom Camber=0.13 in Data Beam Span 7.0 ft Reaction 1 LL 2135# Reaction 2 LL 2135# Beam Wt per ft 6.83# Reaction 1 TL 3401 # Reaction 2 TL 3401 # Bm Wt Included 48 # Maximum V 3401 # Max Moment 5952'# Max V(Reduced) 2673# TL Max Defl L/240 TL Actual Defl L/444 LL Max Defl L/360 LL Actual Defl L/844 Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl Actual 42.19 28.13 0.19 0.10 Critical 25.88 14.52 0.35 0.23 Status OK OK OK OK Ratio 61% 52% 54% 43% Fb(psi) Fv(psi) E (psi x mil) Fel_(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adjustments 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:260 Uniform IL: 325 =A Par Unif LL Par Unif TL Start End 350 H =560 0 7.0 1 =80 0 7.0 H Uniform Load A Z\ R1 =3401 R2=3401 SPAN= 7 FT Uniform and partial uniform loads are lbs per lineal ft. ii BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B11 Date:6/12/14 Selection (3)2x 12 HF#2 Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.2 in' R2=4.2 in2 (1.5) DL Defl= 0.21 in Data 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/480 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in') TL Defl(in) LL Defl Actual 94.92 50.63 0.32 0.11 Critical 68.02 12.69 0.65 0.43 Status OK OK OK OK Ratio 72% 25% 50% 25% Fb (psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 978 173 1.3 405 Adjustments 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:40 Uniform TL: 50 =A Par Unif LL Par Unif TL Start End 75 H = 120 0 13.0 I =80 0 13.0 H Uniform Load A R1 = 1705 R2= 1705 SPAN= 13 FT Uniform and partial uniform loads are lbs per lineal ft. • • • r 1VeC BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 UPPER FLOOR FRAMING B12 Date:6/12/14 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.7 in2 R2= 1.7 in2 (1.5) DL Defl= 0.18 in Data Beam Span 13.0 ft Reaction 1 LL 650# Reaction 2 LL 650# Beam Wt per ft 7.87# Reaction 1 TL 1091 # Reaction 2 TL 1091 # Bm Wt Included 102# Maximum V 1091 # Max Moment 3546'# Max V(Reduced) 962# TL Max Defl L/240 TL Actual Defl L/445 LL Max Defl L/360 LL Actual Defl L/898 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 49.91 32.38 0.35 0.17 Critical 34.26 6.97 0.65 0.43 Status OK OK OK OK Ratio 69% 22% 54% 40% Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1242 207 1.6 625 Adiustments 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: 100 Uniform TL: 160 =A Uniform Load A 0 R1 = 1091 R2 = 1091 SPAN= 13 FT Uniform and partial uniform loads are lbs per lineal ft. N II 5- .p Nat : BeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 MAIN FLOOR FRAMING TYPICAL JOIST Date:6/12/14 Selection 12x 10 HF#2 @ 16 in oc Lu=0.0 Ft II Conditions NDS 2012, Repetitive Use Min Bearing Area R1= 1.2 in2 R2= 1.2 in2 (1.5) DL Defl= 0.15 in Data Beam Span '14.5 ft Reaction 1 LL 387# Reaction 2 LL 387# Beam Wt per ft 0# Reaction 1 TL 483# Reaction 2 TL 483# Bm Wt Included 0# Maximum V 483# Max Moment 1752'# Max V(Reduced) 432# TL Max Defl L/240 TL Actual Defl L/307 LL Max Defl L/360 LL Actual Defl L/423 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 1 21.39 13.88 0.57 0.41 Critical 19.55 4.32 0.73 0.48 Status OK OK OK OK Ratio 91% 31% 78% 85% Fb (psi) Fv(psi) E (psi x mil) Fc (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 1075 150 1.3 405 Adjustments 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 Loads Uniform LL: 53 Uniform TL: 67 =A I Uniform Load A I r . R1 =483 R2=483 SPAN= 14.5 FT Uniform and partial uniform loads are lbs per lineal ft. r EeamChek v2014 licensed to: Weller Consulting Engineers, P.C. Reg#5234-65779 PLAN 1713 MAIN FLOOR FRAMING TYPICAL BEAM Date:6/12/14 Selection ' 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.8 in2 R2=2.8 in2 (1.5) DL Defl= 0.02 in Data Beam Span 5.5 ft Reaction 1 LL 1375# Reaction 2 LL 1375# Beam Wt per ft 6.17# Reaction 1 TL 1736# Reaction 2 TL 1736# Bm Wt Included 34# Maximum V 1736# Max Moment 2387'# Max V(Reduced) 1354# TL Max Defl L/240 TL Actual Defl L/820 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.08 0.06 Critical 24.48 11.29 0.28 0.18 Status OK OK OK OK Ratio 80% 44% 29% 32% Fb(psi) Fv(psi) E (psi x mil) Fc i(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:500 Uniform TL: 625 =A Uniform Load A 0 R1 = 1736 R2 = 1736 SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft.