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Home My WebLink AboutBLD2016-00001 SFR - BLD Permit / Conditions - 10/7/2016 Inspection Line(360)427-7262 Cod, MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County 615 W Alder St Shelton, WA 98584 'k'd RESIDENTIAL BUILDING PERMIT BLD2016-00001 OWNER: ALLYN PLAT DEVELOPMENT RECEIVED: 1/4/2016 CONTRACTOR: VAN DIJK HOMES LLC 360-801-4912 LICENSE: VANDIDH869Q1 EXP: 11/21/2016 ISSUED: 10/7/2016 SITE ADDRESS: 31 E BRADY LP ALLYN EXPIRES: 4/7/2017 PARCEL NUMBER: 122205064007 LEGAL DESCRIPTION: ALLYN PCL 5 NOF BLA#7-01 PTN OF BILK 64 S 20/60 & S 33/115 PROJECT DESCRIPTION: DIRECTIONS TO SITE: NEW SFR WITH ATTACHED GARAGE In Allyn FROM ST RT 3 N, TURN LEFT ONTO E LAKELAND DR, RT ONTO E WHEELWRIGHT ST, SLIGHT LEFT ONTO E SELLEGREN RD, LEFT ONTO E BRADY LOOP RD, SITE ON LEFT General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: 3 Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: 3 Occ. Group: Lot Size: Deck: 226 Type of Work: NEW Fire Dist.: 5 No. of Stories: 2 Occ. Load: Building:1,485 Garage-Attached 451 Valuation: $ 191,294.46 Building Height: 25 Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: N 18.0 Ft. Shoreline: Ft. Water Body: Rear: S 10.0 Ft. Slope: Ft. SEPA?: Unkn Model: Width: Ft. Side 1: E 5.0 Ft. Shoreline Desig.: bWtiApplicable Year: Serial No.: I I Side 2: W 6.0 Ft. Comp. Plan Desig.: Urban Growth Area Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Backflow Devices 1 Dryer Vent 1 Plan Check Fee JBN 1/4/2016 $980.82 S220160000000i Clothes Washer 1 Furnace<100K 1 Planning Review Fee JBN 1/4/2016 $205.00 S220160000000i Dishwasher 1 Exhaust Hood 1 Address Fee JBN 1/4/2016 $ 173.50 S2201600000001 Hosebibs 2 Ventilation Fan 4 EH Plan Review JBN 1/4/2016 $205.00 S220160000000i Kitchen Sink 1 Building State Fee CRE 2/2/2016 $4.50 S220160000000i Lavatories 4 Building Permit Fee CRE 2/2/2016 $ 1,508.95 S2201600000001 Showers 1 Mechanical Permit Fee CRE 2/2/2016 $76.50 S2201600000001 Water Closets (Toilets) 3 Mechanical Base Fee CRE 2/2/2016 $28.50 S2201600000001 Water Heaters 1 Plumbing Permit Fee CRE 2/2/2016 $ 119.30 S2201600000001 Plumbing Base Fee CRE 2/2/2016 $24.70 S2201600000001 Total $3,326.77 BLD2016-00001 Please refer to the following pages for conditions of this permit. Page 1 of 7 CASE NOTES FOR BLD2016-00001 CONDITIONS FOR BLD2016-00001 1) When propDe.rwater and sewer connections are secured, approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furth projection of the structure. X 2) All construction and demolition debris must be removed from the site after project completion. Proper dispo of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X 3) All other necessary permits from Mason County, Washington State and/or Federal Agencies that are require or this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X 4) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan" to ensure these struc res m he setback conditions listed. X 5) Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel. Zoning is R-2 Medium Density Residential z X� . 6) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent ers or properties. Silt fencing, straw, or surface matting must be installed and maintained until upland vegetation has become established. X 7) Concrete I t and wash water must be contained during construction pouring, such that water quality degradation of adjacent waters does not occur. X 8) The"approved" site plan i _required to be on-site for inspection purposes. If an inspection is requested and the"approved" site plan is not on site, then approval will not be nted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building De p ent prior to any further inspections being performed or approvals granted. X 9) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X 10) Owner/Ag i sponsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X BLD2016-00001 Please refer to the following pages for conditions of this permit. Page 2 of 7 11) All change�"a ed" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance , must be reviewed and approved by Mason County prior to construction. X 12) All property lines shall be clearly identified at the time of foundation inspection. X 13) 2012 IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine -4C, Window (Max U-Factor):0.30, Skylight (Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. In addition the followin dits from R406.2 shall be completed as follows: X 14) A permanent certificate, completed by the owner, builder or registered design professional, shall be posted within three feet of the electrical distribution panel. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient(SHGC) of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section 105.4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with IECCLWSEC Section R402.4. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 750 square feet. Reference IECC/WSEC R401.3 & R101.4.3 Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2012 Certificate" and are available in %<or'/sheets. The Mason County Permit Cente ill also have some available. X BLD2016-00001 Please refer to the following pages for conditions of this permit. Page 3 of 7 15) Installation of heating equipment in a single-family residence shall meet the requirements of the current IECC/WSEC R403, applicable sections of the IRC, and IMC. Heating equipment shall be sized in accordance to ICC/WSEC, Section R403.6. Heating and design load calculations for the purpose of sizing HVAC systems are required and shall be calculated in accordance with accepted practice, including infiltration and ventilation. Design calculations shall be available for inspection during inspection. Referencing IRC M1601.4, all ducts, air handlers, filter boxes, and building cavities shall be sealed. All joints of duct systems and seams shall be made substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Closure systems used with rigid fibrous glass ducts shall comply with UL181A and shall be marked 181A-P for pressure-sensitive tape, 181A-M for mastic or 181 A-H for heat-sensitive tape. Closure systems used with flexible air ducts and flexible air connectors shall comply with UL181 B and shall be marked 181 B-FX for pressure-sensitive tape or 181 B-M for mastic. Duct connections to flanges of air distribution system equipment or sheet metal fittings shall be mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181 B and shall be marked 181 B-C. Crimp joints for round metal ducts shall have a contact lap of at least 1-1/2 inches (38 mm) and shall be mechanically fastened by means of at least three sheet-metal screws or rivets equally spaced around the joint. Closure systems used to seal metal ductwork shall be installed in accordance with the manufacturer's installation instructions. Duct tape is NOT permitted as a sealant on any ducts. When ducts are located in unheated spaces the ducts hall be insulated to R-8 DUCT TIGHTNESS TESTING shall be conducted by person(s) trained to perform such testing. A signed affidavit documenting test results in accordance to IECC/WSEC Section R403.2.2 shall be provided to the Mason County Building Department prior to the final occupancy inspection. Affidavit forms are available on at the WSU-Energy Program website titles, "Duct Leakage Affidavit" or"Duct Leakage Testing Results (Existing Construction)." Duct tightness testing i not re ed if the air handler and all ducts are located within the heated space. X 16) Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of fuel burning appliances), repairs, or additi ns requiring a permit occur, or when one or more sleeping rooms are added or created. X el_� 17) ALL FURNACE INSTALLATIONS SHALL MEET THE MINIMUM EFFICIENCIES SET FORTH IN THE CURENT EDITION OF THE WASHINGTON STATE ENERGY CODE (WSEC). ANY PORTION OF THE MECHANICAL SYSTEM THAT IS ALTERED OR REPLACED SHALL MEET THE MINIMUM STANDAR ORTH IN THE WSEC AND INTERNATIONAL MECHANICAL CODE. X 18) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). X BLD2016-00001 Please refer to the following pages for conditions of this permit. Page 4 of 7 19) A concrete encased grounding electrode must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor& Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-4000. X ,i�__� 20) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. ccupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revoc io . X 21) A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/age nt/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. 'NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to cons t with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is ackn led at all components of the stormwater management system have been installed as approved on the stormwater site plan. X 22) The placement of buildings and structures on or adjacent to slopes steeper than one unit vertical in three units horizontal (33.3% slopes) shall conform to the International Residential Code Section R403.1.7 for descending or ascending slopes. Alternate setbacks may be approved subject to approval of the building official based upon the investigation and recommendations of a qualified engineer licensed in the State of Washington. Such an investigation shall include consideration of material, height of slope, slope gradient, load intensity, and erosion characteristics of slope material. X 4L�_ 23) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCR SE TH ELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY. X 24) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shag e m nor to requesting additional inspections. X BLD2016-00001 Please refer to the following pages for conditions of this permit. Page 5 of 7 25) A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. X 26) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ina ,es and building regulations. X 27) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder have pre nteoaction from being taken. No more than one extension may be granted. X 28) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and ashi Install metal connectors approved for contact with the new types of pressure treated material. X 29) The plan review check list and corrections are part of the approved plans and must remain 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. The per it holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of appr ed ments will result in failure of required building inspections. X 30) Landings and stairs must me -the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approved Site an" sure these structures are shown and meet the setback conditions listed. X 31) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prio o urther inspections being performed or approvals granted. X 32) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. T e per igning this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X BLD2016-00001 Please refer to the following pages for conditions of this permit. Page 6 of 7 OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s) for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction wor u ended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT P C N OF 180 DAYS WILL INVALIDATE THE APPLICATION. c� 7 /2- ° l Signs a Date OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2016-00001 Please refer to the following pages for conditions of this permit. Page 7 of 7 MASON COUNTY PERMIT NO. &t)2()/(O - DEPARTMENT BUI BUILDING PLANNING•FIRE MARSHALDEVELOPMENT 0 0 0 -I WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 (,�C1 l Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. 35 s54 PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext.357 D BUILDING PERMIT APPLICATION JAN 0 4 2016 rlibinII - 11 R INFORMATION: CONTRACTOR INFORMATION: NAME: NAME: Pri�' MAILING DRESS: 33L A �' ��Yrsy MAILING ADDRESS: �i�C A )lam CITY: STATE:OA ZIP: Z CITY: ),e.,,r STATE: ZIP: PHONE: CELL:;%p.-%,9=" PHONE: CELL:, & J- )7- EMAIL: EMAIL : , 'f L&I REG# EXP. PARCEL INFORM TION: PARCEL NUMBER(12 DIGIT NUMBER) FIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED): SITE ADDRESS �( �, Q� y/� CITY DIRECTIONS TO SITE ADD �g (l IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES[] NO ❑ TYPE OF JOB: NEW Id ADDITION ❑ ALTERATION ❑ REPAIR ❑ OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) r i IS USE: PRIMARY2 SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS DESCRIBE WORK SQUARE FOOTAGE: 1 ST FLOOR__' sq.ft. 2ND FLOORS sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK J Zb sq. ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE_sq. ft. ATTACHED ❑ DETACHED ❑ CARPORT sq.ft. ATTACHED ❑ DETACHED ❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN TpIAKE MODEL �-" `� YE LENGT IDTH _- ' BEDROO �..S_ ---"11ATHS SERI NUMBER OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants a ployees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application Pecomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for 4 period of 180 days.PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.kNACTIVITY OFT IS PE!RM7 APPLICATION OF 180 DAYS WILL INVJkLIDATE THE APPLICATION. 5igrfature of Applicant Date X (77 ljC7L;/>C % " h7 � c OWNER/ REPRESENTATIVE /CONTRACTOR Print Name (CIRCLE TO INDICATE) 'DEPARTMENTAL REV EW " APPROVED DATE DENIED DATE TAGS/NOTES/CONDMONS BUILDING DEPARTMENT Z x PLANNING DEPARTMENT FIRE MARSHAL "'6eS cot, r� MASON COUNTY PERMIT NO. LD� DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL 0 000 1 WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext.352 ISM PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext.352 B U I LeD I N GLUMBING & MECHANICAL PERMIT APPLICATION vED J OWNER INFORMATION: CONTRACTOR INFORMATION: 24 NAME: NAME: MAILING A DRESS: 33& MAILING ADDRESS: CITY: STATE:_ZIP: CITY: STATE: ZIP: PHONE: CELL: PHONE: CELL: EMAIL: EMAIL : L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER): LEGAL DESCRIPTION(ABBREVIATED): SITE ADDRESS: "" X X 1, F , CITY: IEq n _ DIRECTIONS TO SITE ADDRESS: — 1 TYPE OF JOB NEW ADD ALT REPAIR OTHER USE OF BUILDING LOCATION OF FIXTURES/UNITS—IST FLOOR 2ND FLOOR BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric LPG Natural Gas Heat Pump_ Toilets Type of Unit No.ofU its Fees Bathroom Sink � Furnace Bath Tubs Heatpump Showers Spot Vent Fan Water Heater Propane Tank Clothes Washer Gas Outlets Kitchen Sinks / Wood/Gas/Pellet Stove Dishwasher Kitchen Exhaust Hood �— Hosebibs Z Dryer Vent �— Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor.I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X Sign re of Applicant Date X zr9�✓l J /, Owner ners Representativ Contractor Print Name Tin URic-a e) DEPARTMENTAL REVIEW APPROVED DENIED DATE TAGS/NOTES/CONDMONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL i 1 1 Structural Calculations Red Door LLC SFR BUILDING Allyn Platt, Lot 5 RECEIVED Allyn, WA JAN 0 4 2016 December 16, 2015 Contents 1-15 Standard Structural Specifications and Calculations. The engineers seal and signature above indicates that the engineer of record assumes full responsibility for the subject structure. . Structural drawings S 1 through S2 have been signed and sealed by the engineer of record and represents a required element of the building specifications. In addition,the architectural plans have been"red-lined"by the engineer of record and have been signed and sealed for the structural aspects only. If the subject architectural plans do not have the engineer of record's sign and seal then the required engineering information has not been incorporated. Notes.Disclaimers: • Bradley Engineering,Inc.takes no responsibility for items not specifically addressed within this report set. • This report is valid only for the specific project shown above and herein. BRADLEY ENGINEERING, INC. 811 Yew St. Bellingham,WA 98229 Ph. (360) 752-5795 BRADLEY ENGINEERING? INC. 2 STANDARD STRUCTURAL SPECIFICATIONS: 1) Loads: a)Roof live load: 16 psf b)Seismic Design Category:D1 c)Roof dead load: 15 psf d)Wind: 100 mph and Exp"C" e)Snow Load 25 psf f)Floor Live Load:40 PSF g)Floor Dead Load: 10 psf h)Balcony Live:60 psf i) Deck Live:40 psf j)Exterior Wall Dead: 12 psf k)Interior Wall Dead: 10 psf 2) Applicability of these specifications: a. These specifications shall be adhered to for all work addressed in this report. b. Some sections of these specifications may not apply to the scope of work of Bradley Engineering,Inc. Use of these specifications for work outside of Bradley Engineering's scope shall be at the sole risk of the contractor. 3) Limited scope of Bradley Engineering's work: a. The scope of work of Bradley Engineering,Inc.is limited to the vertical and lateral analysis of the subject structure. Bradley Engineering,Inc.takes no responsibility for items not specifically addressed in the calculations,drawings,or call-outs. b. All structural and other matters not shown or addressed in the following calculations and sketches do not form part of the scope of work of Bradley Engineering,Inc. 4) Ownership of this report: a. Ownership of this report,all calculations,sketches,and other intellectual Information pertaining to the project shown herein shall remain the sole propriety of Bradley Engineering, Inc. Bradley Engineering,Inc.will famish copies of this information to others only with the express permission of the client. b. These calculations,sketches,notes,and specifications are valid only for the project indicated herein. These documents are not valid,and shall not be used for any other project. 5) Completion of Bradley Engineering's current scope of work: a. Submittal of this report to the client completes the present scope of work and budget of Bradley Engineering, Inc. All other consultation,design,calculations,sketches,inspection,etc.after submittal of this report shall be billed on a time and materials basis. 6) Basis of Design—Applicable Codes: a. This design is based on the 2012 IBC. All construction shall adhere to the minimum requirements of the IBC.Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used,safety provisions employed,and the finished as-built condition of the structure and related systems. 7) Competent Construction Personnel: a. Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work_ 8) Temporary support and bracing: a. Provide adequate temporary support to all walls,roofs,beams,columns,and floors during construction. Design of same is not included,unless specifically shown. Contractor or owner should check all temporary- supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. b. Retaining Walls. Do not backfill against retaining walls until concrete has cured to at least 2,500 psi(okay to use high early strength admixtures or additional cement in the mix to achieve this purpose). For retaining walls that are to be connected to horizontal(floor or slab)diaphragms,do not backfill against the retaining wall until such horizontal diaphragms are in place and properly connected to the retaining wall. 9) Conventional Wood Framing: 3 a. General Construction: Pre-drill all nail holes where required to avoid splitting. Connect all wood members per the attached sketches,callouts,and the IBC. b. Bolts: Unless otherwise specified,use washers on all bolts;tighten all bolts to a very tight snug wrench tight condition;use standard A307 bolts;use hooks on all embedded anchor bolts. Provide the following minimum edge distances between the centerline of bolt and all edges of bolted wood,and between centerline of multiple bolts: i. '/z inch diameter bolts.................2.5 inches ii. 5/8 inch diameter bolts...............3 inches iii. %inch diameter bolts.................3.75 inches iv. 7/8 inch diameter bolts...............4.3 inches v. Minimum distance between edge of bolt and any edge of steel plate(angles,gussets,flanges,webs, etc)shall be one inch. vi. Engineer shall specifically approve any bolted connection using less edge distance than shown above. c. Lag Bolts: All lag bolts greater in diameter than'/4"shall have pilot holes Pre-drilled. Size of pilot hole in threaded portion shall be 70%of the unthreaded Shank diameter. d. Nails: All nails used and specified in drawings and sketches shall be common Nails unless shown otherwise. Common nails may be substituted with nails of the Same shank diameter and same length. e. Built-Up Beams. Built-up beams consisting of dimension lumber(typically 2X stock)are permitted in lieu of sawn solid beams only if the 2X's are oriented such that they are not stacked on top of each other with the sum of their weak axes resisting load,but are nailed together side-by-side,with the sum of their strong axes resisting load.Use 16d face nails at 6"OC staggered into all tributary members. No splices allowed. f. Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and/or soil. Pressure treating chemicals shall be inert,or otherwise non-reactive with metal connectors(including nails,bolts, Simpson or other framing connectors,etc.)or structural steel members. g. Blocking/Bridging. Provide full depth bridging or blocking at 8'OC max.in joist or rafters without continuous plywood diaphragm connection on the top. Provide solid blocking at all bearing points. Framed floors which support posts shall be solidly blocked within the floor to positively transfer posts loads through the floor to the supports beneath. h. Partition Walls. All non-shear wall partition walls on slabs shall be secured with 0.145"diameter power pins at 12"OC,unless otherwise shown. Shear wall partition walls on slabs shall be connected to the slab with the anchor bolting schedule shown above and herein. i. Provide double joists under all non-bearing partition walls. Partition walls which carry loads from above shall bear on joists or beams sized to carry said loads. j. Beam Supports(Trimmers . All Glulams or Parallam beams shall have(at a minimum)double trimmers or a 4X post at each bearing point unless otherwise shown.Sawn beams 6X12 or less may use single trimmer at bearing points,larger size sawn beams to use double trimmer or 4X post. 10) Pre-fabricated Framing Connectors: a. Manufacturer: Simpson brand is specified,however any other nationally recognized brand(Silver,KC,etc.) may be used provided that they are equivalent in their ability to carry all applied loads in all orientations. b. Installation: The contractor shall install all prefabricated items in strict accordance with the manufacturer's recommendations and requirements(locations,exposure,end and edge distances,fasteners,etc.). The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to. C. Default Connector Types. Unless otherwise shown,the following metal plate connectors shall be used. Post caps...................................PC series Post bases.................................PB series Beam hangers...........................Top flange type, HB, JB, PF, HUSTF, HUTF, or equal. Joist hangers.............................U series. Truss and rafter holdowns.........H2.5 at each heel to double plate. 1 11) Footings, foundation, and Slab ongrade: 4 Geotechnical Report. Soils analysis and geotechnical engineering are not a specialty of Bradley Engineering, Inc. Bradley Engineering, Inc. depends on others for the provision of soils data, which includes but is not limited to: allowable bearing capacity,liquefaction potential,slope stability,active and passive lateral pressures,internal friction angle, and cohesion. Bradley Engineering strongly recommends that a geotechnical report be performed by a qualified geotechnical engineer for all land based construction projects. Foundations, Footings On Soil: All footings to bear on undisturbed existing soil,unless otherwise shown in the plans or calculations. All organic and deleterious material beneath the footings,foundations and slabs to be removed and replaced with granular fill compacted to 95% relative compaction. Bottom of footings to be below locally prescribed frost zone, not less than 18". Replace all over-excavated areas with granular material compacted in 8" maximum lifts to 95%Relative Compaction(RC). All footings are proportioned and designed for 1,500 psf allowable soil bearing pressure,unless other information is supplied by the Owner or Owner's representative. Slabs on Grade: Sub grade below slabs shall be similar to the above, except that 92% relative compaction is acceptable. A layer of free draining material and a suitable vapor barrier(designed by others)are recommended for all interior slabs. Contraction Joints: Contraction joints shall be provided in all stabs at a maximum of 12 feet on center in each orthogonal direction. Contractor may use tooled joints or `zip strips'. Light gage metal keyed joints are not recommended in slabs subject to vehicular traffic. Slab reinforcement shall be continuous across all contraction joints. Expansion (isolation)_joints: Expansion (isolation)joints are required where new concrete slabs are poured against existing concrete or masonry, and where shown on the plans. Expansion joint material shall be asphalt impregnated fiber board or similar,%inch thick. Construction (cold) joints: Where used, the previously placed concrete surface shall be clean and free of laitance. Reinforcing shall be continuous across the joint. Cold joints in slabs should be full depth,vertical face, and form a straight tooled edge. Cold joints constructed in this manner may also function as contraction joints. Footing;Drains: Footing drains,with washed drain rock extending to within one foot of top of finished grade,shall be provided at the base of all footings and retaining walls which will have earth placed against them. Footing drains shall be 4"perforated pipe routed down gradient to daylight,unless otherwise specified. Where footings and foundations are placed on compacted material,fill shall be well graded granular material with not more than five percent passing a number two hundred sieve. Fill shall be placed in eight inch maximum loose lifts and shall be compacted to ninety-five percent of the maximum density at optimum moisture content (modified proctor test). 12) Concrete and Reinforcing Steel: a. Concrete shall be 2,500 psi ultimate strength at 28 days. Concrete shall not have less than 5 sacks cement per cubic yard and not more than 4 inches of slump. Maximum size of aggregate shall not exceed 1 %inches. b. Reinforcing steel larger than#4 bar shall be ASTM A615,grade 60. Reinforcing steel less than or equal to #4 bar shall be Grade 40. Reinforcement shall be fabricated and placed in accordance with"ACI Manual of standard practice".Right angle bars"L"shall be lapped with straight bars at footings and wall intersections. c. Minimum clear cover for reinforcing steel shall be: i. Bottom of footing 3" ii. Top of Footing 2" iii. Vertical face exposed to earth 1.5" t 13) Wood Framing: 5 a. Lumber shall be in accordance with"National Design Specification"of the National Forest Products Association. Unless otherwise noted,species and grade of lumber shall be as follows: Mud Sills Hem-Fir No.2 treated Interior Framing: Floor and Roof Joists D.Fir No.2 or better Wall Framing D.Fir No.2 or better 4"x Headers and Beams D.Fir No.2 or better 6"x Headers and Beam D.Fir No. 1 or better Exterior Framing: 4"x Headers and Beams Hem-fir No.2 treated 6"x Headers and Beams Hem-fir No.l treated All other framing not noted D.Fir No.2 or better b.Plywood or OSB Shear Walls. All plywood on shear walls,unless specifically noted,shall have all edges blocked. All blocking to receive edge nailing. Any exterior wall not specifically shown as a shear wall shall be Type 2.1. All shear walls shall be positively connected to horizontal diaphragms at their tops and bottoms. Plywood, use A.P.A. trademark CDX plywood unless otherwise noted. Store and install in accordance with the recommendations of A.P.A. and UBC for shear resisting vertical and horizontal diaphragms. c. Plywood Roof. If roof diaphragm is not specified in Plans or Calculations, use 1/2" CD/OSB over non-blocked supports at 24"OC. Nail with 8d at 6"on edges,and 12"in field. Contractor to verify all span ratings. d.Floors. All wood floor diaphragms shall be glued and nailed. Use thickness as shown on the Plans. Contractor to verify all span ratings of plywood. Where otherwise not shown on Plans,nail floor diaphragm using 10 penny(screw type nails recommended)at 6"on edges, 12"in field,non-blocked,per UBC Case 1 pattern. 14) Anchor bolts: Anchor bolts shall be in accordance with ASTM A307 standards. Anchor bolts shall be%z" Diameter, 10"long,spaced at 4'O.C.unless otherwise noted. For new construction,anchor bolts shall be placed in thickened concrete slab or foundation walls at the time of placement of concrete. in no case shall fewer than 2 anchor bolts be used per panel. 15) Epoxy bolt connections: As an alternative to the SSTBxx hold-down anchor bolts required/specified use either 5/8"or 7/8"A-307 all-thread(threaded rod)anchor bolts with a minimum embed of 10"per the following specifications. Use Simpson epoxy-tie bolt system with SET high strength epoxy,with zinc plated,A307`all-thread' bolts as shown in the sketches.Drilling of holes and installation shall be in strict accordance with manufacturer's recommendation. Concrete must be at least 7 days old. s IBC SECTION 1613 EARTHQUAKE LOADS 1613.1 Scope. Every structure, and portion thereof, including nonstructural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with ASCE 7, excluding Chapter 14 and Appendix 11A. The seismic design category for a structure is permitted to be determined in accordance with Section 1613 or ASCE 7. Exceptions: 1. Detached one- and two-family dwellings, assigned to Seismic Design Category A, B or C, or located where the mapped short-period spectral response acceleration, Ss, is less than 0.4 g. 2. The seismic force-resisting system of wood-frame buildings that conform to the provisions of Section 2308 are not required to be analyzed as specified in this section. 3. Agricultural storage structures intended only for incidental human occupancy. 4. Structures that require special consideration of their response characteristics and environment that are not addressed by this code or ASCE 7 and for which other regulations provide seismic criteria, such as vehicular bridges, electrical transmission towers, hydraulic structures, buried utility lines and their appurtenances and nuclear reactors. Generally speaking,the lateral structural engineering for residential homes in Washington State is governed by wind rather than seismic. In other words the lateral wind loads exceed the lateral loads generated by seismic forces.Therefore the wind loads are used in the specific lateral analysis in lieu of the seismic loads. This is largely due to the fact that conventionally framed wood structures are relatively light and generate relatively small seismic loads compared to the wind loads. In rare instances when the geometry of the building is such that the aspect ratio(longitudinal length divided by lateral length)exceeds 2.5 then a seismic analysis is warranted. The other exception is when the roof or walls are constructed of concrete or other heavy materials. Seismic Analysis Warranted not required if the following conditions are true: 1) Conventionally framed wood walls and roof? Yes 2) Aspect Ratio<2.5? Yes Longitudinal wall distance= 36' Lateral wall distance= 30' Aspect Ratio=36'/30'= 1.2 Therefore:specific seismic analysis is NOT required. See attached wind analysis for lateral analysis. 7 BRADLEY ENGINEERING, INC WIND: (Ref.ASCE 7-10) Risk Category.................Cat.II(IBC Chap 1,Table 1.5-1) Cat.1: Agricultural structures and structures that represent low risk to human life in event of failure. Cat.11:Most small residential structures Cat.III:Buildings whos fa ilure could pose substantial risk to human life. Exposure Category..........(IBC 26.7) 1. Exposure Category B:Urban&suburban areas closely surrounded by obstructions. (B:=0) 2.Exposure Category C:Open terrain and scattered obstructions.(C:=1) 3.Exposure Category D:Flat unobstructed areas or close to large body of water. (D:=2) Knowing: Pn.et= A*KZt*I*P30 (ASCE6-1) Kzt=Topographic factor as defined in Section 6.5.7 evaluated at mean roof height, KZt:=1. I=Importance factor of I as defined in Section 6.2,-[:=1. P30 =Net design wind pressure for determined exposure and mean roof hight Fig. 6-2. a=Adjustment factor for building height and exposure from Fig.6-2. Inputs Exposure Category Wind Speed Roof Height E:=C Windspeed:=100 niph Roo(height:_ .f.24.5 t Calculations Fig. 30.5-1 1 1.21 1.471 W:=II if Windsx,d=85 mph =1 R:=ii if Roofhe,9ht<15 ft =2 1 1 1.29 1.551 II III II110 a:=1 1 1.35 1.611 II else if Wind..,d<100 mph ii else if Roof height<20 f t 1 1.4 1.661 1 1 II II 11 11.05 1.45 1.70] II else if Wind4peed<110 mph II else if Roofheaght<25 f t II II 2 II 12 II else if Winds,,,d<115 mph ii else if RoQfheight<_30 f t II 113 II 13 II else ii else aR E=1 �� 14 �� 4 8 Shearwall Zone Con vention Area-troee—halched r.gl-repreeente hafl—td pro)W d area for rMd adaWatlone tar Zane X. h h/2 Nrftfim wim —� A•x•=HORIZONTAL PROJECTED AREA•x•_(WIDTH/2XHEIGHT) P=WIND PRESSURE(PSF) LATERAL RESISTING ELEMENTS(e.g.SHEARWALL LENGTHS)=la+Lz+L3 WIND FORCE ON WALL=(PXA•x) SHEAR IN WALL(PLF)=[(P)(Ax))/[Lt+U+L.) Fnr cmuervative calctdation.v,zone pressure A(end zone of wall)will he used ac a measure for the entire vertical projected area and roof angle 20 degrees which represents the"worst case scenario"laterally. LATERAL ANALYSIS: LAPPER LEVEL Adequately braced by conventional sheathing (not necessarily "prescriptive") by inspection. No special shearwalls or hold-downs required. The lateral resistance provided by conventional sheathing is structurally adequate to resist the tributary lateral loads imposed on them without additional lateral resistance provided by shearwalls and hold-downs/strap-ties, etc. . A -- w r A • . A r ♦ �-. - . w . • . r 9 L ATERAL_ ANAL-PSIS: MAIN 1—EVEL. FRONT ELEVATION Input Variables Tributary Projected Area Amount of Resisting Shear Wall Height:=18 ft Width:=18 ft Wall,,,stst:=4 ft+7 ft+4 ft Areax:=Height•Width=324 ft' Wall,,., t=15 f t Calculations 13.8 " 17.8 " 21.8 'b 23.8 ' 25.9 IA A-. x if Aremx.510-f3 =4 rt2 n, ,tx ,t ft 2x II 110 133 17 8 20.8 b 22.7 1a 24.7 I II else if Area-,S 20 f t` lb I�1 P. l 12.3 15.9 19.5 71.3 lb 23.2 ib I P30 =13 II x ft2 fix ft2 ftx ft2 i A-,W ft z II else if Area-x<50 ft 111.7 W 15.1 & 18.5 W 20.2 It 22 l8 I x II 112 17x f42 ftx ft. AI x � k, I I else if Areax•S 100 ft 110.2— 13.2— 163— 1i.7— 19.3—I I II 3 l it. 142 ftx ft. ft' 1 II Fig. 30.5-1 II else II II4 If P:=A •I•K P =21 lb R,D �• 30Ax>W 2 ft Wind Force Force Per Foot F:=Areax,-P=6886lb PLF:= F =459 lb Wall,.ist ft Results II i[PLF<300 -Z I ft FOR THE WEST ELEVATION CASE #=2 APPLIES I else It 3- .1 660 tG II rt ' II 112 II II u e-ir 550�t<PLFS1000 (see case table at bottom) II else II lip ft �� II Case 1: Conventional O.K. Case 2: SW4 & HDU2's Case 3: SW5 or SW8 & HDU2's Case 4: 5/8" CD PLY on BOTH SIDES& HDU8's 10 EAST AND WEST ELEVATIONS Adequately braced by conventional sheathing(not necessarily"prescriptive") by inspection. No special shearwalls or hold-downs required. The lateral resistance provided by conventional sheathing is structurally adequate to resist the tributary lateral loads imposed on them without additional lateral resistance provided by shearwalls and hold-downs/strap-ties, etc. Bradley Engineering,Inc.811 Yew St.Bellingham,WA 98229 Cc'N* rruCTIIO�NrCCAL�r ProBeam 11 r'' w.os 1ploortant Top m b000rn oust be teeny uppmed at supports and at,-an-nlnab b vale In Dyna-to&v C-Aeni Wr I -28N 18G.N daegne rM,Ye W c e*W by e mn0-pdeeeia .N uses Mal cmply wti sou Engineslrnp Lea Iryy and I u deathi can ress fruit Improper ore d ue VOdWL Job Name: Red Dow Allyn Platt Lot S Load and Span Diagram iw To Beale PaaL zany,na moan) Beam I.D.: Stairwell Root Beam 400 Other Info-:I 3 00 Main Span,L- 9.50 ft P 71 Main Span Max.Allowed Live Defl:L/�r---•- 360 _--7•asx In 3 0 Main Span Max.Allowed Total Deft:L/1_-_-_24 _ 0 _- i"a4a In 1 z 3 4 5 6 7 e 9 10 Cantilever(Overhang)Exists?1vn .u_.---- -100 Pitch rc Sloped: Span ped: 6.0:1 z (R) Load DLrabon j5rnax I.is Loads From Continuous Member? W Add Sell WL7 its Ono Press Treated? Wet Cond? Trap Cad. _For Wood and _ _ Sawn Member Repetitive Use? F_- J GluLerrs Only Nor lrtu bMtMl on, 100 degr alpp, Uniform Loads Over Full Length of Member Tributary Uritwm Live Reduced Live Uniform Deed Allow Live Load Redo? �.i Live,pall Dead,psf 1Mdth,ft Load,plf Loed,pit. Load,pit. Roof Loads(not includng snow) 25 f 10 f 10.50 ft 262.5 b t 236.3 bM 117.4 hilt Roof Snow(orty) 25 psf 10.50 ft - - (Adrd fv pun) Floor 3 Loads - - - Floor 2 Loads - -Floor Loads 40 psf 10 0.00ft - - - Wall Dead Load - Other'psr had and 9'ib.vidth 0.00 ft - - - AddiOonal plr Unit.Live Loads.!_Desalp'n,_opIt Additional pr Unit.Dead Loads.i _Denwip'n,oprL Roof etch for LL Redo Beam type for LL Load Subtotals 262.5 bM 236.3 bIR 117A Nit Red. Total Adjusted Uniform Loads wl= 236.3 bM vb= 117.4 bM 6.0:12 !>a«R*'i«*- Combined Total Uniform Load 1,= 353.6 Wit 4x And Smaller ILumberl Sit And Larger f rimbers) Lumber Materiel Dovtyax ry Lerh testy Timber Material Lumber Grade Na 1 r Na 2 +! Timber Grade Acceptable Solutions Acceptable Solutions µ)zxa (2)2x12 3x12 6x8 List properties for what (3)2.10 4.10 - sim lumber? An asterisk Slit Wt-27.64 indicates a non- List properties for Fb=1467 Fv=207 Fcp=625 E=1600000 SBWt=3.i6 acceptable sol'n. .4,at size? Fb=1479 Fv=19fi Fep=625 E=1600000 Glued Laminated Members 2.0E Parallam PSL Giulam Grade e,I 5-114 x 9-114" Acceptable Solutions 2-11HCx 9-1le 7-x 9.114" 2.5"x 7.5" 5.125"x 6" 3.112"x 9-114' Se W l=20.69 List properties for, List gnu lam propenles for 3"x T5" 6.75"x 7.5" ghat sim? I%-Vr x 3LVr Fb=3335 F-333.5 Frp=750 E=2000000 t aim gnu am? 3.12s"x 7.5" a.75"x 9" I- vet TJI 3tR-116.3" I 5"x8" Web . Fb=2760 Fve276 Fcp=748 E=1800000 Fbt=2127.5 Sett Wt=14.37 Stiffeners? - 1.9E Microllam LVL 1-3/4"x 9A 14" List properties for what size LW? (2)1-314%x 7-114" LM t-3/4',IV Fh=2990 Fv=32-. Fcp=71,C 190ft000 SIt Wt=18.34 1.3E Timberstrand LSL An asterisk• 1.55E Tb erstrand LSL List properties fell what 3-1r2'x 84i16' indicates a-, Lfst propem.s fog 1-314"x 9414' (3)1.314"x 9.114" sim LSL7 acceptabe sorn. At I.? (2)1-3/4"x 9.114" SillWt=21.58 3-V2-x?-V4'"_._ Fb=21&5 Fv=172.5 Fcp-680 E=1300000 SIf Wt=8.3 i21;-vs',la' Fb-2674 Fv-356.5 Fcp"800 E-15500N Final Member c.,a„n.wped Final Member Results ---------- '--- Final Member:4 x 10,Douglas Fir- Bending Overdesign. Material Library c+vxra r,omtBL 54a r1w t:dc �# Larch(North),No.1/No.2 Shear Overdesign:209.6% Final Size: .,to �, Deflection Overdesign:136A% Mon.Bearing Lengths:e 1.So In.(Left) .=1.50 in.(Right) Use conditions Selected: Bearing/Buckling Overdsgn:WA Vert Din iepprox): 4.75 ft True Len(epprex): Final member OK by 19.2% Aatual Member sbe:3.50"x 9.25" 1 D.62 ft Controlling criteria is: Bending Reactions Final Member Additional information Location Live Case Bosom Redd Fw Maximums R,-Left .RBtS Max.Positive Monert:4,092 ft4b 4.75 ft Main Span Ful Strenah: �_._____._.__._._.-__-._____..._____. Live Load: 1,122 b 1,122 It, Malt.NaJrative Morten Oft-Ib O.00 ft %4ein Span Lateral bracing Deed Load: 60�16 6016 _ __Max Design Shear-- ____O.00ft .-_Main Span_ supports b Total Load. 1,723 1.723 lb -�---- ----- Main Span Max.Dov-ardi 0.191"10"* 4.75'/4.75 Main/Main Live Case Causing Max WA WA DeibeBon(Live I Totalf Main Span Max.Uol®rd Defection) 0.000'10.0011" O.W/0.00' Main I Mein Mininuns R,-Lq R,-Ri (Live ITatal)1 Live Load: Olb Ob Cer9_L sDdl O.ivelToq WA WA �WA W/O Mid-Brarinm 0.6 or 1.0[).ad-. Ib -----_Dart Defl a/T WA .�^ WA __- WA_~Bending Redo: 360h _ .,i�,._.._i __ Net Reaction 335 1b 33S It Wd El,Not Ind.Self Wt:i 1.529E+08 Acstl El: 3.69E+08 p% Live Case Causing Min NIA WA Approx.Sef Weight18.11 pf Approx.Tot.Wt.:86 b Alblad Moment Min.Cab'd Bearing Lengths: =0.79 in =0.79 in i 4,879 8-lb Stairwell Roof Searn Bradley Engineering,Inc.811 Yew St.Bellingham,WA 98229 �. S RUCTION ProBeam ,�2 """, v5.01 ImodLnt Top-e ovwrie bii rim a dwed.Cmp i wn 2ao6-wai 1SC.Al dews sMWa m d,eWe l by e ovnpvd pdebi�At ue.r.sh01 empty with stab bplmwing Leta Irfry ad I a death can-from lri u.a.f ire prodi- Job Name: Red Door Myn Platt Lot 6 Load and Span Diagram(W To stab.wiu,,n a"y,rid dxr+n) Beam l.D.: Living Room Beam 900 500 Other Info-: 400 Main Span,L= 14.00 ft 7500 Main Span Max.Allowed Live Deft.L/I 400_- •0.42 b 3 0 Main Span Max.Allowed Total Deft L/f _ 40-0 •0.42 m -100 2 4 6 a 10 12 16 -200 Cantilever(Overhang)Exists?t4._---._-_ -300 400 6wnPtl Pilch ifSloped: Load Duration I Lh..to Loads From Continuous Member?'mu Add Set WL7 res Ono Press Treated? Wet Cond? Temp Cad. r For Wood and Sawn Member Repetitive Use? I' GluLans Only nmr pt..s5 G-,r .� c+r, .] 1W dq r a tan .1 Uniform Loads Over Full Length of Member Tributary Uniform Live RmA-d Gve Uniform Dead .*flow Live Load RednT y.. Live,pat Dead,pat Width,It Load,pit Load.plf. Load,pit. Roof Loads(not including snow) 25 pat 10 psf 0.00 it - - RoofSnow(only) 25 psf 0.00 It - - Floor 3 Loads - - - Floor 2 Loads - - Fkhor Loads 40 psf 10 pof 10.00 R 400.0 bill 400.0 bfl 100.0 bile Wal Dead Load - Other'psf bad and trib.w4dth 0.00 R - Additional W Unif.Live Loads.t __Desrnp'n,op_n: Additional pr Urtf.Dead Loads.i Desrip•n.-oprl_ Roof pitch for LL Red'. Beem type for LL Load Subtotals 400.0 bfl 400.01618 100.0 bfl Rode Total Adjusted Uniform Loads ML= 400.0 bMt 'Ao= 100.0 bfl 0-0 12 nv.+,x ti<„.e+®* Combined Total Uniform Load 'IMI= 500.0 bm 4x And Smeller(Lumber) Sx And Larger(Timbers) Lumber Material Llo,4 thin two:am,!+1 .j Timber Material ,Opplah r:t faun_ +^; Lumber Grade ',w,1/Na 2 -- -- - �� Timber Grade Acceptable Solutions Acceptable Solutions - 12.12 - 6x 14 14x 14 - List properties for vArat 8.12 16 x 16 size lurhber't �' An asterisk' 10 x 12 - St Wt=24.9 indicates a non, Lis,properties for Fb=1275 Fv=180 Fcp=625 E=%00000 SO Wt=2.82 acceptabie..fn. .fiat sin? ( Fb=1286 Fv=170 Fcp=625 E=1600000 Glued Laminated Members 2.OE Parallam PSL Glulam Grade ,4e.v4(FRI - 5-114"x 11-114" Acceptable Solutions 2-11116"x W' 7"x 11-114" M25." 5.125"x 12" List properties for 3.112"x 14' StWt= 18.5 List lam roes for 6.75"x 10.5" .tut six? S.Ua_x1LVe ,1]Fb=2900 Fv=290 Fcp=750 E=2g00E00 ylu popewhat size glulam? 8.75"x 10.5" I•Leyel.TJI Web - Fb-2400 Fv=240 Fcp=65D E=1800000 Fbt=1850 Self'Wt=12,85 Stiffeners? - 1.9E Microllam LVL - - Lls[properties(gm.that - (3)73/4"x 17-114" --_ - - size LVLI (2)1-314"x 14' - Fh=2600 Fv=285 Fcp=750 E=1900000 Slf W1=16.4 1.3E Timberstrand LSL An asterisk• 1.55E Timberstrand LSL List properties for what - indicates a noo- List properties for - (3)1J14"x 11-7/e" six LSL? ar:ceptable sd'n. .hat six? (2)1-3/4"x 14" St Wt=19.3 _ _ t a Y* FI>=1900 Fv=150 Fcp=660 E=1300000 St Wt=7.4 u +t ta- = FM2325 Fv=310 Fcp=800 E=1550000 Final Member pe&4 ZqE p% . Final Member Results -`--- -- '- Final Member:5-1/4"x 11-1/4", BendingCiverdesign:112.2% Material Library ,..,p�uom eel sla thee cats .� Parallam 2.0E PSL Shear Overdesigm 263.3% Final Size: Deflection Overdesign:17.1% Min.searing Lengths:.1.50 In.(L.eM .=1.60 in.(Right) Use Conditions Selected: Bearing I Buckling Overdsgn:WA v..t Die(.ppro.): 0.00 R True Len(apprpxi: Final member OK by. 17.1% Actual Member Stu:5-1/4'x I1"1/4' 14.00 it Controlling criteria is: Deflection Reactions Final Member Additional nfomrtion Location Live Case Bracing Redd For Maxims &_Lail Rs-R Max.Positive Moment i12,703 R-lb 7.00 it Main Span Ful Strength: _..._._ .______.-______._^__.___.____..-_-___._.__-.____._.____..__ Live Load: 2.800 b 2,800 lb Max.t4egatfve Monlart)Ott-b 0.00 it Mein Spen Lateral bracing _.____._____._--�________^____- -._-_-_-. required only at Dead Load: 830 W 830 b __ --_-___Max Dmigrh Shsar.�S,143 b 0.00 R Men Spen supports _..Man Span Max. T_.__--___.____._�_.__._.______ Total Load: 3,630 b 3,630 b i 0.277'/0.350' 7.00'/7.00' Main/Mein Live Case Causing Max WA WA Deflection(Live/Toted Men Spen Max Upward DeffeGlon. 0.000"/0.Oolr 0.00'/0.00' _-Main/Main Minimums R,-Left R,=Sax (Live ITWd)j ._._ Live Load 0 lb 0 6 _ Ce_rs.Qown Dill(LNe/Tot) WA WA WA Mi-Bn 0.6 or 1.0 Dead 498 lb 1966 Can[ Detl e/T t1WA - -.----WA V�V WA-_--Bending Redh: _ _ ..__._ __"_!_�_�_._____�_�_.___�__..._ Net Reaction 4201b 420 b Read 8,Nat Incl.Set WL:�1.028E+09 Actual El: 1.25E+08 0% Live Case Causing Mn WA WA Approx.Sell'W04C 18.50 pit ApprmL Tat.Wit:269 b Allonwd Moment Min.CaLld Bead =1.05In =1.05 in 26,856 fl-1b Living Room Beam Bradley Engineering,Inc.811 Yew St Bellingham,WA 98229 C S'RUCTIONC� ProBeam 13 ."W'..t.�.,.� os m Imoorhnt:T4+WI borxim Truer be labaiy suppaled n 5umae atl et M mee iesels.%vane a leet.0are nu area CiMa.pyna^ic bedrg rot cmvdered.carprrxxalh 2008-2003 IBC.N d-gre sner/d M cne*,d by a conpe,un a,f L.9 uses Gal-ply win Sate E glreer ng Len InNy and I a dean can resit frm iMoper ure d its,product Job Name: Red Door Alyn Platt Lot 5 Load and Span Diagram(Na Te Scab.Plur,nay.na dean) Beam I-D.: Garage Dom Header 150 Other Into.: 100 Main Span,L= 16.00 ft 50 Main Span Max.Albvved Live Del:L/i 400 !•o.4a in .9 0 Main Span Max.Alawed Total Deft L/ 400 i•0.e in z 4 s e I9 12 14 1e -50 Cantilever(Overhang)Exists?ra _700 Pitch if Sloped T span(14 Load Duration 1.Snom ITS • Loads From Continuous Member? W Add Sea WL? Yee 0 No For Wood and Press Treated? W at Coed? Temp Cord. Sawn Member Repetitive Use? F";-+, GluLans 100y N.nrmx nrarad evy too deg r a+.ss Uniform Loads Over Full Length of Member Tributary Llrifolrn Live Reduced Live Un,f mDead Allow Live Lcad Redn? .,:. .i Live.pof Dead, of Nldd1,ft Load,p9 Leed PC Load,pa. Roof Loads(not inclubng snow) 25 f 10 f 3.00 ft 75.0 641 67.5 61ft 33.5 Wit Rod Snow(only) 25 psf 3.00 ft - - fAefd to ri-) Floor 3 Loads - - - Floor 2 Loads - - - Floor Loads 40 psf 10 psf 0.00 ft - - - Wall Dead Load - Other'psf bad and trib.vidth 0.00 it -Additional 71r UNf.Live Loads.) Drec4 p'n_opf: ---- Addlio r nal VIT Unif.Dead Loads.t _DasMpv+,oprl_ Roof pitch for LL Redn Beam type for LL Load Subtotals 75.011111 67.5 RJR 33.5 Wft Redn Total Adjusted Uniform Loads ML= 67.5 fJlf ub= 33.5 Wft 6.012 a- Combined Total Uniform Load 14,= 101.0 bm 4x And Smeller(Lumber) Sx And Lamer Mniberill Lumber Material ''oovy,r fir Lanv Timber Material OoogU.re.Larcl,�NonM .) Lumber Grade ;Ne l i,Nc.2 + Timber Grade Acceptable Solutions Acceptable Solutions (4)2x 10 (2)2 Y 12 3Y12 6.10 - - List properties for v h t (3)2 x 10 4 x 12 - sim lumber! -_1 An asterisk' - Sl WY27.54 �=J indicates a non- List prapenies for Fb=1467 Fv=207 Fcp=625 E=1500000 SIIWt=3.16 acceptable sorn. wf+at sim? F6=1479 Fv=195 Fcp=625 E=1600000 Glued Laminated Members 2.DE Parallam PSL Glulam Grade , , ,"E*1 5-1/4"x 9-114" Acceptable Solutions 2.11H6"%EMIT 7"x 8.114" E3. 5"x 10.5- 5.125•x 9•• List ixopen�es for.._. 3.112"x 0414" Sit Wt=20.69 List glu lam properties for ••x 10.5" 6.75"x 7.5" vx,at six? iB-iN-xII-1!e• Fb-3335 Fv=333.5 Fep-750 E=2000000 >:,t sim glulam7 25"x 10.s" 8.75"x 9" 1•Leyet TJI3.175-x 16.F � 5'x9- Web 11.7/8'TJI I L65 11.718"TJI 110 Fb-2760 F-276 Fcp=748 E=1800000 Fbt=2127.5 Sea WW4.37 Stitfeners? 16"TJI I L65 11-7/8"TJ1210 1.9E Microllam LVL v IS"TJI IL90 11-7!8"TJI 230 wr. Lie[properties for what 1.3/4"x 11.1/4" 1 (3)1-314"x 9-114•' 14"TJI H90 11-718"TJI 360 ai29 LVL? (2)1-3/4"x 9-114" - ,�3-3N'x36' Fh=2991) Fv=32775 Fcp=7;0 E=190WGO Sa Wt=18.34 1.3E Timberstrand LSL Aa asterisk• 1.55E Timberstrand LSL List properties for,chat - indicates a nort- Lim properties for 1-314"x 11-718" (3)l V4"x 9.114" aim LSL? acceptable sdn. wt+at size? (2)1.314"x 9.112" S8 M=21.58 13VT'x 3.1N' Rt=2185 Fv=172.5 Fcp=690 E-13000M Sif Wt=9 1 .!;s-)14•a ta- 'J Ffn2674 F-356.5 Fcp=600 E=ISSW 0 Final Member ekwd L,a.:e.ted ;ON` Final Member Results --- Final Member:3.125"x 10-5",Glued BendingOverdesign:274-6% Material Library .0,00se ream W.sim That CUc �+ Laminated,24F-V4(DF/DF) Shear Overdesigm 569.1% Final Size: '112,.MN .I Deflection Overdesign:43.4% Min.Bearing Lengths:.1.50 in.(Left) .=1.50 in.(Right) Use Conditions Selected: Bearing/Buckling Overdsgn:NIA v.rt tiro(appr.x): 8.00 ft True Len(apm-): Final member OK by. 43.4% Actual Member St-3.125-x 10.5" 17.59 ft Controlling criteria is: Deflection Reactions Final Member Additional hfortriation Location Live Case Bracina Rea'd For Maximums R,-Lett R, Blots Max Positive Morrert:3,526 ft-lb 8.00 ft Main Span Ful 8trenatK -_ 1_____. ___.___.._.__.-___._�..__------ ._...__ Live Load. 54011, 540lb _ Max.Ne9Wive Meventi0 ft-lb 0.00 ft Mein Span Lateral bracing ______ f __..-__.____-___._____________- roguirad only at Dead Load. 341 lb 341E Max Design Shear.!785 b 0.00 it Alvin Span ---------------------(------ - supports Total Load: 881 1b 881 b r_..----�^----_-�-------- -- Man n Max.(Live /Toefdl 0.205"/0.332' e.00'I B.00 Main/Main Live Case Causing Max NIA WA Deflection Live I T i Main Span Max.ia�p®Ld Deflection, 0.000'10.0011" 0.00'/Qar_ MOM I Main Mini urns R, Left R,-Riots Ove ITafaQ' Live Load: 0Ib 01b Gent-Dorstt DaR(Live/fcii WA WA _ WA 0.6 or 1.O Dead: 2051b 205lb _Cartt Ak Deft(Live/TaIL!A WA _-WA__Banding Redn: Net Reaction 161 b 161 b Redd 9,Not Ind.Sol WL:3.470E-08 AQIW El.. Live Case Causing Min WA WA Approx.Set Weight 18.18 pr Approx TaL WL:146lb AYowed Abmant Min.Cat'd Bearing Le =0.43 in =0.43 in 13,207 Rob Garage Door Header Bradley Engineering,Inc.811 Yew St BeRingham,WA 98229 c ^ls<r..L)C TICJNCALC ProBeam 14 m �;,Tap a,eba,an niw b,etrarya,epaeere,apa.atle4emea YirMI..M.r.InrK�rv.�o.aeoewia.oyanic ma.o,e ruetlrna.cm,y.r eN,aoro-mn'fec Ne..w.nu+e e.r1 Jae Meaunp+a+ paaaor.a w.n-ntl coney am svefirien.al,e t•�•.pryrrlrarwar,,araeen,rnpapruMawe emu Job Wme: Rad DoMA81v1PWW5 Loadand8 D'm r-v pan gram p+r ro srab. arc,na avaw,7 Beam I.D.: Garage seem age 900 Other Info, pp Main span,L= 19.00 fl EA 0 Main Span Max.Allowed Live Deft L/ -400 _ -o . p 2 < e a 10 12 1s 1s 1a 20 Main Span Max.Allowed Total Deft L/i-._.__..4 _..__�' s7a^h •00 Cantilever(Overhang)E asts? -n0p Pitch 8 Sbped: -6.0 A2 sron(e) Load Duration yK__ Loads From CorA.nuous Member? Add Sell Wt.? 4jv. o so., Far Wood Md Press Tmmed? Wet Card? Temp Cord. Sawn Merhoer Repetitive Use? nM +.1 GKI9ale Only. Uniform Loads Over Full Length raf Yallber Trbutary I"- Reduced Live uniform Dead A,,ow-1-lead R d,7 'j l.hre d Dead sf WiMtI B Load,pit Laad.pa. Load,pe. Rod Loads(not irlcludng snow 6 pity 12.00 it 300.0 bAt 262A bm 13421bAt Roof Srww(orty) 25 f 12.00ft - - tegav uanl Floor 3 Loa& - - - Floor 2 Loads - - - Fk-Loads 40 10 plif 3.00 It 128.0 bet 120 0 Ohm, 30.0 IbAt Wal Dead Load - Other'psf load and trib.wd81 0.00 ft - - - Addibonal'pM Unif.Live Loads.:..._Dwalp'r_y.opR Addtorel'pif Uri.Dead Loads. Doh apt Rod pitch for LL Red'n Beam type for LL Load Su6fWals 420M bit 362.4 bnt 164.2 bAt Red'n Total Adjusted Uniform Loads wL= 382A bet v7o= 164.2 IbM 6.012 Combined Total uniform Load = 546.6 bAt Partial Uniform Loads On Main Span Only Live Load.mN Dead Load.psf Tnhutar width. Live Load.ell Dead Load.elf Cortina Load.dl Start Point-R End Point,ft. it Partial Load 10 pi - - Partial Load - Partial Load C - Partial Load D I � 50. 1.5 40.0 bIR 10.0 AAt 50.0 lb 0.00 fl 9.50 ft Partial Load E ---_-___Daw1hhg % - NDW:Start end Erd Pdnte Merit...Norn Left 4x And Smaller fLurllbsrl Sit And Lanier Minlasm) Lumber Material t,5,., •,;,..o.;.amr _+� Timber Material 1DeAA.w-vm rwm �3 Lumber Grade _.Nnl.Ao7 _ -_..3 Timber Grade Atztantabls Solutions Acceptable Solutions 12x1s 6x1a 14x11 List proparties for%W 8.16 16 Y 1fi Md-�W 2a i• .� An asterisk IQ It 16 SiffWt=27.94 Indicates a rwn List properties fa Fb=1467 Fw207 Fep-625 E=1600000 Sti WF3.16 ecceplffile soln. whet s¢e7 _ _ '� Fb=1479 Fw196 Fcp=625 E=1500000 Glued Laminated Members 2.0E Parallarn PSL Glr4em Cyeda S-1W x 16" Acceptable Solutions 7•.ts• 2.5"x 21" 5.125"x16.S Sr Wt=20.69 List properties is List glu lam properties forT x 21" 0.75":10.3" whet sine? s•W:11314'•4 Fb=3335 Fv=3335 Fcp=750 E=200Dgg0 what I.gitisro? 1125"x 1111 8.76"x 16" I-Level.TJI its 'n2 5"xte" Web - Fb=2760 Fw276 Fcp=748 E=18Dg000 Fbt+2127.5 self WP14-37 Stiffeners? LW pipiaT fet'.A b. P11a24"x18' LVL? (211:IP.2111.at x is'• Fb=2990 Fv--327.75 Fap=750 E--1900000 SN MT-18-34 1.3E Tirrberstrand LSL An anti mk' 1.55E Timbentrand LSL indicates a non (3)1-3/4"x 1a" LW plapeaMa forxRrat aim acceptable sgfn U.properties for LSL? whet size? Sit Wt-21.58 X.r-t^-'- Fb=2185 Fv=1725 Fcp=680 E=1300000 Se Wt--8.3 •;s' �Fb=2674 Fw356.5 Fcp=900 E=1550000 21r Final Member Results Final Member Bending Ovenlesign:99.1% - final Member:5.125"x 16.5",Glued Material Library i,raereree,ataafawltwcr. �� Laminated,24F-V4(DF/DF) Shear Overdesign'.216.2% Final Size: }17Fv14..w LL . De11.0on overdeaign:11.9% Wn.a-,ine Lengtrr:.1.731n.(LeM ..1.66 in.(Right) use conditions Selectad: Bearing/Buckling Overdsgl:WA Vert D7/ltpprae): 9.50a Trw lar(ePpreg: Final member OK by. 09% Agar Mmrber si:a:5.125".16.5" 21.24 ft Controlling criteria is: Delimit- Reactions Final Member Additional tnfo_rmation L-Case Braino Read For KAadmnms R,-Left It-Right M.Posdrve Moment 26 868 n-b 991 ft Main Sp. Ful Strenmh: Live Load. 3918 Ib 3.728 b Klex.fbgYNe Ain :;0 MD - ..-_ rotund ortyat Dead Load: 1,855 It 1.807 ---AA�D►alyr-'Sleri 920l._-- -_0'wit __.MN1cupportc Total Load' 5,773 lb 6.535 6 Mdn Span Mtac l2gar�sd Dellecdoni 0.36r I0.S83" 9.50'/950' Win/Win Live Case Ce sig Max WA WA (Live l Togly Wit SOan MaL)Jgwd Defkdew 0.000"/0.ODD, 0.00'1000' Ml Klein Live Load: nib 06 Cant J?9nls Dell.(Live/Td):WA WA WA yllO Md.Bracrrn: ___-_._..-..__ __._ ..____-___._.._.__-_._.-..______-.__-._-.__-_ 0.6 or 1.(Devi-. 1.113 lb 1,084 _ CattL Dell. !Td:WA _ WA WA Bending Red'n: Net Reaction 9711 95016 ReQd El,Not Ind.set Wt.:3 288E-09 Adlea El: 3A5E+09 p% Live Case Causing Mn NIA WA Approx Self Weight.21 07 pe Appn�ToL Wt;448 b Allowed Moment: Mr.Celc'd Bearng Len its'. =1 73 in left =1 66 in R 53.486 flab Garage Be-, Bradley Engineering,Inc.811 Yew St Bellingham,WA 98229 C�fuS`t a`A� CCa� ProBeam 15 ''�'��'�"`� K 01 Mgt,Trp ad barn m be lebaty vqn al axyne and ai rat nen Malls W-in moors rim kedn,rot c,r..Wait.Cornell-wih 20W-2XU IBC.At daa9 dndd m the kM W e corpMax prulaedmsr.N plant anal cm*wb saa Engirrerirp Las kley and/n deal,can rasa from urpnpa use ar in.poin- Job Nam.: Rad Door Alyn Platt Lot 5 Load and Span Diagram(W Te Scale.Pinch,ifan,,,ad Beam LD.:I Er"Beam 200 Otherinfo.: 150 00 Main Span,L= 6.00 ft _ _ 4 so Main Span Max.Allowed Live Deli:L/ _ -__400 �_•n1e in Main Span Max.Allowed Total Dell:L/ _ i•ate m J ° 1 z 3 4 s 7 Cantilever(Overhang)Exists?to_---_S,R_-_ -s0 Pitch if Sloped -t 00 span(ft) 0.0:12 Load Duration j uw:tin Loads From Continuous Member?i:+w Add Self Wt.? res Nb F,W..d and Press Treated? Wet Coll? Temp Cond. Savor Member Repetitive Use? ,�_ GluLams Only: HAe press nssW__y.. nay td0 d.gra 4u « Uniform Loads Over Full Length of Member Tributary tlnf irm Live Reduced Live Unifoml Dead Nudes Live Load Red'n? _..-.. �.) Live,paid Dead,pd Vl filth,ft Load,plf Load,pf. Load,pf. Roof Loads(no(including snow) 25 l' 10 f 0.00 ft - - - RoofSnow(only) 25 pst 0.00If - Fbor 3 Loads - - - Floor 2 Loads - - - Fbor Loads �40f 10 3.50 ft 140.0 IVR 140.0 bR 35.0 bR Wall Deed Load - Other'psf bad and bib.width 0.00 ft - - Addibonal W Unit.Live Loads.i Deacrip_n,Dort Additional W Unf.Dead Loads.i_._.Oesalp_n:oprc Roof pitch for LL Rarfn Beam type for LL Load Subtotals 140.0 lb/ft 140.0 butt 35.0 dun R«1h Total Adjusted Uniform Loads 'AL= 140.0 bR 'Ab= 35.0 loft 0.0 12 ?>b«,,.rum s-a�,: Combined Total Uniform Load vi u= 175.0 bR 4x And Smaller(Lumber) 5x And Larger iTimbersl Lumber Material trr,4as ry Lwc,mw o Timber Material Lumber Grade w 1 tx.2 Timber Grade Acceptable Solutions Acceptable Solutions 2 x a (4)2x4 - (2)2x5 3x5 List properties for what (3)2 x 5 4 x 5 - size lumber? + An asterisk SO Wt=-24.9 indicates a non- List properties for - 1 Fb=1275 Fv-180 Fcp=625 E=1600000 SO W1=2.82 acceptable s rn. what sir? a' 1 Fb=1286 Fv=170 Fcp=625 E-16OWN Glued Laminated Members 2.0E Parallam PSL GIWem Grade - _- - 5-114"x 9-114" Acceptable Solutions 2A1M6"x 9-114" 7"x 9.114" x 6" 5.125"x6" 341r x 9.11W sit Wt=18.5 List properties/or Lust glu lam propardes/orL2;1 6" 6.75"x 7.5Fb=2900 Fv=290 Fp-750 E•2000000 viltat six glulat i! 'x 6" 8.75".9" I-L Vet TJI1125'11 ts5' �� 6" Web 11.718"TJII L55 9.112"TJ1110 FW2400 Fv=240 Fcp=6SC H1600000 Fbt=t 350 SOWt=12.85 Stiffeners? 16"TJII L65 9-1/2"TA NO 1.9E Microllam LVL 16"TJI I L90 9-112"TJ1230 List properties for what 1-3/4-x 5.112" (3)L314"x 5.1/2" ,_ -- 14"TJI H90 11.718,TJ1360 sim LVL? (2)1-3/4"x 5-1/2" - G713n•x3K' Fb=2600 Fv=2x5 Fr�i50 E=1900000 S4 Wt=16.4 1.3E Timberstrand LSL An asterisk• 1.55E Timberstrand LSL List properties for what 3-1l2" x 4-318" indicates a non- -,at PmPartir$for 1-3/4"x 9-114- (3)1.3/4"x 9.1 W' size LSL7 acceptable corn. what six? (2)1.7/4"x 9-114" Sf Wt= 193 :n• Fb=1900 Fv=150 Fry-680 E-13MMO Sf Wt-T4 _!n:cu�,tit_' : FI>=2325 Fv 310 Fcp"800 E-1550000 ._._ Final Merriner Results Final Melrtber -►arara AOFPA '� Bending Overdesign:1390.5% ---- Final Member:3-112"x 9-114", Material LibraryCtredw rremr4h Saes nea cdc. ♦ Parallam 2.0E PSL Shear Overdesign:1416.9% Final Size: ? 9.;,.•�' `�� Deflection Overdesign:1434.e% Min.Bearing Length,:_`1'SO in.(Left) ."1.SO irL(Right) Use Conditions Selected: Bearing/Budding OVerdsgn:WA Vert Din(epprbx): 0.00 ft Trrw Lan(.pore.): Final member OK by. 139D.5% Actual Member site:34/2'x 9-114" LOD R Controlling criteria is: Bending Reactions Final Member Adi tionel Information Locale, Live Case Brscim Redd For Mandnitims R.-Left R,-Rtgg Max.Positive Monart 18M ft-lb 3.00 R Main Span Full Strenah: -------------------___-.._____.__.__._-___�_�_..__________-..____.______ Live Load: 4201b 42ab Mete.Negative MlraertO R-b O.ODR Heil Span Lateral bracing _.-__-__._-.____._.__...____.i.-___-__�-�._.��..__ lured only at Dead Load: 135 lb 1356 Max DesignSM..413lb ___ _0_.00A Main�!_ --------" ---'- __ _____ supports Total Load: 555 Ib 555 b Main Span Max. ..__ Live Case Causing Max NIA WA Deflection(Live/T.A COW 10.012* 3.00/3.00' Mein/Mein Mein Span Max.Sb2emLd Deflactim, 0.000"I0.000" 0.00'!O.OQ_--Man ll/Ma Mirimurts R,-Lett R,-f8di (Live I TWaQI Live Load. 0 lb 0 Is Cara.t)DMR Ded(Live ITaQ:WA�^ WA WA WfO ti id-Bred L 0.6 or 1.0 Dead. 61 it) H.1.lt Cark,�,(,Dell(Live/Toti_(WA WA WA _.•-Bending Red,: Net Reaction 63 Ib 636 Read 9,Not Ind.Sal WL:12835E+07 Aa9d El: 4.60E+08 0% Live Case Causing Min N/A WA Approx Sef WeVtt!10.10 pf Approx Tot.M.:61 b Afoaad AAomenr Mn.Cana Bean =0.24 in PAM 0.24 in 12,415 flab Entry Boom Name Parcel# /ZZ7-0-7 50- -- Z BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: hl!p//www.co.mason.wa—us/code/commissioners/index.btm Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan". This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR TIE-US SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and Stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT. 450 Mail:P 0 Box 1850, Shelton WA 98584 Physical: 415 N 6th St, Shelton WA 98584 If this development has,or will have, a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other,parcel.You may also wish to consult with the septic design professional involved with the project. Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT. 352 Mail:P 0 Box 1666,Shelton WA 98584 Physical:426 W Cedar St,Shelton WA 98584 A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X te Owner/Contractor(circle one)Date: Page 2 of BUILDING 6Z�0;20& - J0oo 7 nEcZ1Vt. MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT JAN 0� 1 WSEC/Ventilation Code Compliance Application 016 Submit with heating/cooling system size worksheet (see instructions #4) Owner: Parcel#: Type of project: Total Sq. Ft. 15 Floor: 2" floor: Heated Basement: of heated area:: Heating System Type: O Electric wall heater ® Electric Central Furnace O LPG Furnace O Heat Pump with electric furnace O Heat pump with gas furnace O Ductless Heat Pump O Boiler, specify fuel type: O Other: Specify: Prescriptive Option Table R402.1.1 Compliance Method µ Component Performance, R402.1.3 — Calculation worksheets required Check one:: µ Other (Specify): Check one µ Whole House Ventilation system µ Whole House Ventilation µ Other, Ventilation using exhaust fans&window or Integrated with a Forced Air describe: System wall fresh air vents(M1507.3.4) System (M1507.3.5) Referencing Table R406.2, "Additional Residential Energy Efficiency Requirements,"all residential units must develop credits as specified in Table 406.2. Identify and describe which option(s)will be used to comply. If the table is not attached to this form you can access the table on our website at: http://www.co.mason.wa.us/forms/Community Dev/index php. Additional Energy a) Description: Small dwelling units with less than 1500 sq. feet of heated or cooled Efficiency space and less than 300 sq. ft fenestration (see definition below) or additions to an Requirements existing building that is less than 750 sq. ft. of heated area. To use this option Energy credits complete a window schedule in order to verify that the fenestration area does not exceed 300 sq. ft. Fenestration is defined in the IECC as skylights, roof windows, required: vertical windows, opaque doors, glazed-doors that include products with glass and non-glass glazing materials. —0.5 points (b�) ediurn dwelling units not includes in a) above, or b) below— 1.5 points c) Large dwelling unit is a dwelling unit that exceeds 5000 sq. ft. of heated or cooled floor area. —2.5 points. Describe Energy Credit Option(s): Using Option number(s): FENESTRATION SCHEDULE USE FOR ENERGY CREDIT, a) SMALL DWELLING OPTION & COMPONENT PERFORMANCE COMPLIANCE List all windows, doors, skylights. (If needed, attach an additional sheet) 'Fenestration is defined in IECC Chapter 2 as skylights, roof windows, vertical windows, opaque doors, glazed-doors that include products with glass and non-glass glazing materials. Manufacturer Location U-Factor Size Quantity Total (rough opening) Square Feet f I 9 I 7 I I f i Total Fenestration: windows, skylights and door area Page 1 of 1 Jahanel Neal - BLD2016-00001 Permit Application additional information From: Randy Goembel <rgoembel@gmail.com> To: 1 <JNeal@co.mason.wa.us> Date: 1/20/2016 9:26 AM Subject: BLD2016-00001 Permit Application additional information Good morning Jahanel, I have the answer on our heat source for the above permit. It will be electric not propane. Thanks, Randy Allyn Plat Development LLC Randy L. Goembel Real Estate Broker 206.510.9510 email:rgoembel4 gmail.com Keller Williams Western Realty LLC 1000 SE Everett Mall Way Ste 201 Everett, WA 98208 425.212.2007 Confidential Information. The information contained in this electronic mail may be confidential or legally privileged. It is for the intended recipient(s) only. Should you receive this message in error, please notify the sender by replying to this mail. Unless expressly stated, opinions in this message are those of the individual sender. Unauthorized use of the contents is strictly prohibited. file:///C:/Users/jneal/AppData/Local/Temp/XPgrpwise/569F52C7Masonmai110013978321... 1/22/2016 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Allyn Parcel 5- Red Door LLC Allen Design & Drafting Parcel 5 - East Brady Loop Seth M. Allen xCell 360-483-8530 Allyn, WA 98524 allen.design.draftingC@gmail.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 ECEDED number of additional credits are checked as chosen by the permit applicant. R 1` JAN 2 2 2w Authorized Representative Date All Climate Zones R-Value' U-Factory Fenestration U-Factor" n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC"a n/a n/a Ceiling 49' 0.026 Wood Frame Wall"k" 21 int 0.056 Mass Wall R-Value' 21121h 0.056 Floor 301 0.029 Below Grade Wall"k 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. �2. 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. Table R406.2 Summary Option Description Credit(s) 1 a Efficient Building Envelope 1 a 0.5 1 b Efficient Building Envelope lb 1.0 ❑ 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 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 1.5 6 Renewable Electric Energy 0.5 *1200❑-0wh 0.0 Total Credits 2.00 *Please refer to Table R406.2 for complete option descriptions http://www.energV.wsu.edu/Documents/2012%20Res%20Energy.pdf r Table R402.1.1 Footnotes For SI: 1 foot .=304.8 mm, ci .=continuous insulation, int.= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception:Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. s 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. Window, Skylight and Door Schedule Project Information Contact Information Allyn Parcel 5- Red Door LLC Allen Design & Drafting Parcel 5 - East Brady Loop Seth M. Allen xCell 360-483-8530 Allyn, WA 98524 allen.design.drafting@gmail.com Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door (24 sq. ft. max.) D01 10.20 13 10 16 a 20.0 4.00 Exempt Glazed Fenestration (15 sq. ft. max.) 0.0 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA Entry Door excempt above D01 0.01 0.00 Garage to House Door D02 0.20 1 3 ° 6 $ 20.01 4.00 0.0 0.00 Living Single Hung W01 0.30 1 3 ° 5 ° 15.0 4.50 Living Slider W02 10.30 1 5 10 5 ° 1 25.0 7.50 Dining Room Sliding Glass Door W03 0.30 1 6 10 16 10 41.0 12.30 Kitchen Slider W04 0.30 1 4 0 3 6 14.0 4.20 1 6 ° 6 10 41.0 0.00 1 4 0 3 6 14.0 0.00 0.0 0.00 Clear Story Picture W05 0.29 1 6 ° 4 6 27.0 7.83 Bath Single Hung W06 0.30 1 2 ° 3 0 6.0 1.80 Bedroom 3 Slider W07 0.30 1 1 5 10 4 ° 20.0 6.00 Bedroom 2 Slider W08 0.30 1 5 ° 4 ° 20.0 6.00 Master Bedroom Slider W09 0.30 1 5 ° 4 0 20-01 6.00 Master Bath Slider W 10 0.30 1 4 0 1 6 6.0 1.80 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 o.0 0.00 o.o 0.00 Sum of Vertical Fenestration Area and UA 1 269.01 61.93 Vertical Fenestration Area Weighted U= UA/Area 0.23 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 0.01 0.00 Overhead Glazing Area Weighted U= UA/Area 1 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 289.01 65.93 Simple Heating System Size:Washington State This heatina system sizina calculator is based on the Prescriptive Requirements of the 2012 Washington State Eneray Code WSEC and ACCA Manuals J and S.This calculator will calculate heatina loads only.ACCA procedures for sizing cooling systems should be used to determine coolina loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section,some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at (360)956-2042 for assistance. Project Information Contact Information Allyn Parcel 5-Red Door LLC Alien Design&Drafting Parcel 5 East Brady Loop Seth M.Allen xCell 360-483-8530 Allyn,WA 98524 ailen.design.drafting@gmail.com Heating SVstem Type: O All other systems O Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions - -' Design Temperature Difference(AT) 47 Shelton AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area lnstru,,bons Conditioned Floor Area(sq ft) Average Ceiling Height Conditioned Volume In.stro'-1 =n-� Average Ceiling Height(ft) 8,11 12,029 Glazing and Doors U-Factor X Area - UA Instructions 0.30 289 86.70 Skylights ights U-Factor X Area — UA Instructions 0.50 Insulation Attic U-Factor X Area — UA I•".t'uctir,+,> R-49 v 0.026 860 22.36 ._ aiitl 1 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA in:.t{i1Fi:Q r15 No Vaulted Ceilings in this project. � --- Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions —"' R-21Intermediate 0.056 F 2.080. 116.48 Floors U-Factor X Area UA Instructions R-30 0.029 w 24.94 � Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions No Below Grade Walls in this project. � --- --- Slab Below Grade(see Figure i) F-Factor X Length UA Instructions 'No Slab Below Grade in tlis project. lt�Ul Slab on Grade(see Figure 1) F-Factor X Length UA .A 0. Instructions _No Slab on Grade in this project. Location of Ducts Duct Leakage Coefficient Unconditioned 1.10 B� Sum of UA 250.48 Envelope Heat Load 11,773 Btu/Hour Figure 1 Sumof UAXAT Air Leakage Heat Load 6,106 Btu/Hour VokimeX 0.6XATX.018 Above Grade Building Design Heat Load 17,878 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 19,666 Btu/Hour Ducts in unconditioned space:Sum of Budding Heal Loss X 1.10 Ducts in conditioned space:Sum o1 Building Heat Loss X I Maximum Heat Equipment Output 27,532 Btu/Hour Swilling and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07101113) Name Parcel# f7—ZZl22—lo�,9KIT BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code, Title 14, Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development, or redevelopment',with more than 2,000 square feet of impervious surface2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Buildings X = / X = Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) X = Driveways X = X = Length of drive begins at the right of way X = Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X Any paved, gravel or packed area per definition X = above table X = Others X = X = If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read, acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X I' ,r�r� � Owner/Akg Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read, acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 MASON COUNTY RESIDENTLREGEIVITTAL CHECKLIST Owner's Name: Pk+ 9w. Date: IAU 4 Reviewed By: Documents: ding Permit Application Completed Stormwater Chec ' t arming Intake Checklist Completed, Cplan includes:Allowable building area,roof overhangs,decks,etc. Fire Apparatus Access Road info required? Yes J-X Energy Code Application Form- O Electric wall heater ®Electric central furnace O LPG Furnace O Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) O Ductless Heat Pump O Other: Specify: �hamcal/Pl g Application-WATER HEATER FUEL TYPE/LOCATION reerin es Snow load: Seismic:_D2_ Cr Stock Plan ved snow load: Seismic: D2 Manu actured Homes OOR PLANS--,, Fo tion Typ • anufacture ngineered footing/fo LlDre'cks: Covered? Uncovered over 4 x 6 and over 30"? Construction plans required. Construction Plans: `/ 3 COMPLETE SETS fTans Legible Recognized Scale t/1✓levation Views _✓Cross Section oundation _/Plan _Roof Framing Plan Floor Plan-Use of rooms noted(all floors) Floor Framing Plan-all floor levels including loft,crawlspace, etc. (<200 S.F. ??-stairs?) Deck Framing Plan,incl cov.porch framing y+.(D T C'T C, Plan Details: �^l /Roof framing details,truss lay-out may be needed (Hip and girder location shown) N TMsJe 5 c, 24� Wall Framing-Does bearing-wall height exceed 10'? (Engineering may be required) Floor framing: Floor joists(size&spacing):9_4 2• T 1 J_ �;ikp of,Floor beams:-' Window headers. Typical header: -r Z- Garage header: 0,0'I . `f >i Z" Z L/Foundation: footing size,reinforcement Sons ivW r/ Concrete Walls-Does Concrete Wall Height Exceed 8'?(Engineering may be required, see details) r/Landings at all exits?Less than 30"above grade? /N Heated By Furnace-Location of Furnace bout woo Fuel type: .l Fireplace/Stove Information Shown-Fuel Type? Location(s): L-i Window Sizes Marked on Plans i/ Braced wall panels(shear walls)marked on plans or lateral engineering? COMMENTS: ENGINEERING REQUIRED Braced wall panels/brace wall lines are not marked on plans(R602.10) Amount and location of bracing does not meet minimum required in Table R602.10.1 DESIGN CRITERIA: All notes and details required as a result of the engineered analysis shall be transferred onto proposed building plans. Wind 85 MPH, Exposure B(unless proven otherwise). Seismic Zone: Snow_psf. IRREGULAR BUILDINGS R301.2.2.2.2 Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be considered to be irregular when one or more of the following conditions occur: 1)Exterior braced wall line or BWP cantilevered or offset by more than 4' 2)Roof or floor is not laterally supported on all edges 2A)Portion of roof or floor extend more than 6 ft.beyond the braced wall line. 3)End of BWP extends more than 1 ft. over an opening more than 8 ft in width below. 4)Opening in a floor or roof exceed the lesser of 12 ft. or 50%of the least floor or roof dimension. 5)Portions of floor level are offset vertically 6)Shear wall lines do not occur in two perpendicular directions. 7)When a story above grade is includes masonry or concrete construction(exc: fireplaces, chimneys,and veneer). When this applies the entire story shall be designed.In accordance with accepted engineering practice. H:\permit tech building checklist.doc Revised 11-29-2007 4 PLANNING 4U W� RECEIVED a co JAN 0 4 2016 (3LDZ011v 15'FRONT SETBACK LC _ y4OOp (� 5'SIDE Q SETBACK ` � oo 20��. / � , C MAN o OR/V�I,�gY.`. U UTILITIES / 5'SIDE SETBACK f-"e ��i5a'�I�R ■ d < AU..SETT`AC,"S AIR r°:ItE AS,URLD pROpOSEO PROM THE FURTHEST O ` I r RCUECTION OF THE BUILDING \ ` y �SF e..... 10' REAR %4611 SETBACK 96'3S' J �'- APPROVED MASSON COUNTY DCD PLANN!NG SITE PLAN REQUIRED TO 6L ON S+;F CHANGEs SUBJECT n All ` • n .7 By PPR OVA L Da- � te c6 Z Z Z 0 , 50 �. 0100 po .. � N SITE PLAN _ � 44/ RECEIVED COW %z JAN 0 4 2016 i QLDZ o �l�- UUoo.Z, , 5 15' FRONT , ENVIRONMENTAL SETBACK _ 40 HEALTH 5'SIDE j pp � �, S`� � - SETBACK i Q0 I / '¢ FINgY.:a''. UTILITIES / 5' SIDE SETBACK � o \ P \ ` RO oss 10' REAR . SETBACK :..PAT pbNJ �Q G } n M& W •� pvocr O e�,� vFo /Y SITE PLAN / N l _�1 w 'ry SCALE ; III = 20'-011 • APPLICATION FOR SEWER UTILITY SERVICE MASON COUNTY UTILITIES & WASTE MANAGEMENT 100 W PUBLIC WORKS DRIVE- P O BOX 578 SHELTON, WASHINGTON 98584 (360) 427-9670 ext 207, 283, 566 DATE C110D I Lo- PARCEL4t _6L{ SITE ADDRESSC�- OWNER NAME ` - U BILLING ADDRESS 73av �`f 1.�,,�CA C. '' N�C �. ` \ jA- ANTICIPATED DATE FOR SERVICE TO BEGIN I agree to the terms and conditions of the Mason County Codes and/or Resolutions. (Copy a ailable upon request.) SIGNATURE A COPY OF CONSTR, TION SITE PLAN MUST ACCOMPANY THIS APPLICATION. ---------------------------------------------------------------------------------------------------- FOR OFFICE USE: Connect Fee Date Receipt# Grinder Pump Date Receipt# Vacant Lot Fee Effective Monthly Sewer Rate Effective Building Permit# Date Issued Date Final MASON COUNTY Sewer J Water Per it Permit No. `��`� �_ � Date Owner kC {{`A Contractor Job Description • Job Location LAW Inspection By Approved for CAer Date Remarks Applicant Must Call Utilities & Waste Management sued B For Required Inspection 360-427-9670 Ext. 652 Post this card in a conspicuous place at Front of Premises DATE RECEIPT 37,1713 RECEIVED FROM ADDRESS �4�JpC FOR 1 DOLLARS $ i ACCOUNT O PAID E BEGINNING 2 BALANCE CASH AMOUNT O PAID CHECK L� BALANCE DUE MONEY V o ORDER BY ©2001 REDIF RRMS S1657N-CL