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Bldg Comments 1 - 2008-0355.pdfEst. 10'0 DATE: June 23, 2008 City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425)771-0220 TO: Bob Murphy, Murphy Building Company Inc. rcm@murphybuilding.com FROM: Ann Bullis, Assistant Building Official RE: Plan Check BLD2008-0355 Project: Murphy Building 4 Unit Townhouse Project Address: 20734 70 Avenue West During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please redline plans or submit two (2) sets of revised plans/documents (affected sheets only) with a written response to each of the items below to Theresa Umbaugh, Senior Permit Coordinator. 1) Please add the following information to the site plan. Resubmit three (3) new site plans scaled 1"=20' with one additional reduced plan on paper no larger than 8 '/2" x 14". ■ Label and show covered porches, landings, patios, overhangs and dimension distances to property lines. Based on the number of overall parking stalls 1 accessible space is required. Show location of accessible space/with signage details on the site plan (see enclosed sample detail). Coordinate location on civil plans and landscape plans as well. Show proposed location of all permanent fencing on site plan (coordinate on landscape plan as well). ■ Height calculations shown on Sheet Al should be placed on Overall Site Plan P1 for all buildings. 2) On the site plans and Sheet SWI clearly note and show that all utility lines are stubbed directly to each townhouse unit. These lines are not permitted to penetrate the party walls separating dwelling units (including at attic and crawlspace areas). IRC R317.2 3) Provide copies of all recorded easements that encumber the property. 4) Include required over -excavation (as noted in geotech report for foundations) in the grading calculations. 5) Clarify on the foundation plan where the 6", 8" and 10" walls will be used and cross reference to Sheet G1 for details. On the Gl, note the maximum height of the foundation wall with unequal backfill. The soils report anticipates excavations up to 7.5' in depth. 6) Provide specific requirements for footing drains as noted in the geotech report. 7) Provide exterior Lighting Summary Form for each building (forms attached). 8) Complete attached energy and ventilation worksheets for each building. 9) Revise occupancy classification information on Sheet Al to R3 since constructed under the IRC. 10) Where a unit plan is "typical" for information, clearly note this on the plans and cross reference so there is no confusion. 11) Add the insulation values to the typical framing detail on Sheet Gl. 12) On the garage floor plans, note that the ducts in the garage and ducts penetrating the walls/ceiling separating the dwelling from the garage must be 26 ga minimum. 13) Provide listed and tested assembly for the 1 -hour exterior wall assembly (WAC amendment to IRC 317.2) such as from the Gypsum Fire Resistance Design Manual, UL, or IBC Chapter 7 tables (also see STC comment below). The wall must be rated for exposure from both sides (not just the exterior side). Clearly note all requirements of the assembly (including fastener type/size/spacing) so it is constructed and inspected properly in the field. 14) The party wall must have a Sound Transmission Class rating of 45 or more (IRC Appendix K). Provide a listed and tested assembly that meets this code, and note the specific requirements of the assembly on D 1/A13. 15) IRC 317.2.1 requires the double 1 -hour exterior walls to be continuous from the foundation through to the underside of the roof sheathing. Revise detail D-1 on Sheet A-13 accordingly. 16) The party wall must be continuous through the covered porch areas and the attic areas. Provide details to clearly show this and cross-reference where applicable on the floor plans. 17) IRC 317.2.4 requires that the townhomes be structurally independent (see noted exceptions). The floor sheathing is not permitted to be continuous through the units (only wall and roof sheathing may be continuous). Revise structural and architectural plans accordingly. 18) Revise note on detail D1/A13 to read "fire -retardant -treated" plywood (as part of parapet exception noted below). 19) Since you have chosen to use the parapet exception, on roof plans and D 11A13 clearly note that no penetrations of any kind are permitted within 4 feet of each side of the party wall. For example, there are furnace and fireplace flue penetrations shown on the plans. Please revise and verify. IRC 317.2.2 #2 exception 20) Fire sprinkler riser room door must be labeled. 21) Revise "fire caulk" note on D1/A13 to note the fire stopping requirements of IRC 317.3. 22) Note the post to beam connectors on the framing plans. 23) Provide a typical interior and exterior guard details (IRC R312). Loading must meet IRC R301.5 24) Provide a typical detail for island sink loop venting per UPC 909.0. Air admittance valves are not permitted. 25) Smoke alarms are missing on Sheet A6 — please revise. 26) Cross-reference on the floor plans where D3/A13 applies. 27) Specify finish materials under exterior decks and covered porch areas for weather protection. 28) The design professional for the Building Enclosure documents, must submit a written statement stamped/signed that "The undersigned has provided building enclosure documents that in my professional judgment are appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090". 29) Per conversation with you on 6/24/08, a townhouse subdivision will be done in the future. Since the subdivision will take place after building construction, it is the architect's responsibility to insure that the City approved construction plans for the building must address all code requirements with the intent of placing future lot lines between units and buildings. 30) It appears that a surcharge will be imposed on the foundation walls at the garages. Provide structural calculation to justify foundation wall design at these locations. 31) Special inspections are required by the Geotechnical Engineer of Record for the following. Complete the enclosed special inspection agreement signed by the owner, the general contractor and the special inspector and submit to the City for approval prior to issuance. • Excavation/Grading/Site Preparation • Placement of Fill and Compaction • Proof Rolling + Soil Bearing Verification • Footing Drain Installation, Subsurface Drainage Installation General site monitoring during wet weather construction • Final letter 32) See attached structural comments from city consultant. Respond to each item in writing specify what correction was made and where it can be found on the plans. Page 2 of 2 4 CITY OF EDMONDS SPECIAL INSPECTION AND TESTING AGREEMENT The project at 207$0. 20732, 207Z3912072A. 742!! S - 14). issued under building permit number --o35'L - e s --s— requires special inspection and/or testing per IBC Chapter 17. The complete list of special inspections is attached to this document. BEFORE A PERMIT CAN BE ISSUED: The owner and contractor and special inspector shall complete this agreement and the attached structural test(s) and inspections schedule including the required acknowledgements. APPROVAL OF SPECIAL INSPECTORS: Each special inspector shall be approved by the Building Official prior to performing any duties or inspections. Each special inspector shall submit Statement of Qualifications to the Building Official for review. Special inspectors shall display identification when performing special inspections on site. Special inspection and testing shall meet the minimum requirements of TBC Chapter 17 and the following: A. Duties and Responsibilities of the Special Inspector 1. Observe Work The special inspector shall observe the site work for conformance with the approved (stamped) plans and specifications and applicable workmanship provisions of the IBC. Architect or Engineer reviewed shop drawings may be used only as an aid to inspection. Special Inspections are to be performed on a continuous basis—meaning that the special inspector is on site at all times observing the work requiring special inspection. Periodic inspections, if any, must have prior approval by the City based on a separate written plan reviewed and approved by the Building Official and the engineer or architect of record. 2. Report Non -conforming Items The special inspector shall bring non -conforming items to the immediate attention of the contractor and note all such items in the daily field report. Any item not resolved in a timely manner shall be immediate cause of the special inspector to notify the Building Official of the plan deviation, error, change or omission. It shall also be the duty of the special inspector to promptly notify the engineer or architect. 3. Complete Daily Reports Each special inspector shall complete and sign both the special inspection record and the daily report form for each day's inspection. These records shall remain at the jobsite with the contractor for review by the City Building Inspector. 4. Furnish Weekly Reports The special inspector or inspection agency shall furnish the City with weekly reports of tests and inspections. The project engineer or architect, and others as designated shall also be copied on reports. Weekly reports must include the following: • Description of daily inspections and tests made with applicable locations • List of all cion -conforming items • Report on status of non -conforming items (resolved or unresolved) • Itemized changes authorized by the Architect, Engineer and City if not included in non- conformance items. 5. Furnish Final Construction Report The special inspector or inspection agency shall submit a final signed report to the City stating that all items requiring special inspection and testing were fulfilled and reported. And, to the best of L:ITEMP1BUILD1NG1SpeciallnspectionAgreementlBC.doc 7/04 his/her knowledge the project is in conformance with the approved plans and specifications, approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance or unresolved items or any discrepancies in inspection coverage, (i.e., missed inspections, periodic inspection when continuous inspections were required, etc.) shall be specifically itemized in this report. B. Contractor Responsibilities I. Notify the Special Inspector It is the duty of the contractor to notify the special inspector when work is ready for special inspection. Note, the items listed on the attached schedule and as noted on the approved plans and specifications are required to have special inspections. Adequate notice shall be provided by the contractor so that the special inspector has time to become familiar with the project. 2. Provide Access to Approved Plans The contractor is responsible for providing the special inspector access to approved plans at the jobsite. 3. Retain Special Inspection Records The contractor is responsible to retain at the jobsite all special inspection records submitted by the special inspector. These records are to be provided to the City building inspector upon request. C. City of Edmonds Building Department Responsibilities L Approve special inspectors or inspection agencies The building department shall approve all special inspectors and special inspection requirements. 2. Monitor special inspection and approve weekly reports Work requiring special inspection and the performance of special inspectors shall be monitored by the City Building Inspector. Ilis/Her approval must be obtained prior to placement of concrete or other similar activities in addition to that of the special inspector. 3. Issue Certificate of Occupancy The Building Official may issue a Certificate of Occupancy after all weekly special inspection reports including the final report have been submitted and accepted. D. Owner Responsibilities The project owner or the engineer or architect of record acting as the owner's agent shall fund special inspection services. E. Eneineer or Architect of Record Responsibilities The engineer or architect of record shall include special inspection requirements on the plans and specifications. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner Special Inspector General Contractor Date Date Date City Building Official Date L.1TE?Vff'1BUILDINGISpeciallnspectionAgreementIBC.doc 7104 SPECIAL INSPECTION AND TESTING SCHEDULE Mdr:C NAME - stnttrtweFERM N0 MOJEC-iA MM ,TESTVAC4tNSFECn0NAmyaspbC1AL1MFECXW REINFORCED CONCRETE, GUNrFE, GROUT AND MORTAR: Concrete Gnnite Groot Mortar Aggregate Tests Reinforcing Tests Mk Designs Reinforcing Placement Sawh Plant Inspection lisped Placing Cast Samples Pick-up Samples Compression Tests PRECASTIPRESTRESSED CONCRETE ruo.-avts r -re -leas awTests ting Tests Trus Moi Designs Reinforcing Placcmeur Insert Placement Coamic Batching 44 Concrete P,arenrent Installation Inseoction Tests MASONRY: — Special InspeOion Suesscs Used — Preliminary Acceptance Tests (Masonry units. Wail Prismsl Snbseq—w Tess (Monati Grout. Field Wail Prisms) Placement Inspection of Units STRUCTURAL STEELIWELDING: Sample and Test (list specific rnerrtbess below) — Shop Maf=ial Ideruification — Welding b -P -U n D Shop ❑ Field — Ulu'sonic Inspection ❑ Shop © Feld — High--%U-gth Bolting on D Shop 0 Field DA325 OX OF O A49(l — Metal Dock Welding Inspection Reinforcing Steel Welding bepecugn I _ Metal SEW Wcldmg Inspection — Cvncmw Insert Welding Inspection FIREPROOFING: Placemew Inspection — Density Tess - Thickness Tests — Inspect Batching INSULATING CONCRETE: — Sample and Test Placement Inspection — Emit Weights FILL MATERIAL: — Acceptance Tests — Placement inspection — Field Density STRUCTURAL WOOD: Shear Wall Bailing Inspeaion Inspection of Glu -lam Fab_ — inspection of Truss Joist Fab. ADDITIONAL INSTRUCTIONS OR OTHER TESTS - - Sample and Test Components AND INSPECTIONS: _ �•fi iRt74 f (2a&-MJ_ by: Tide. Tckpbow i4o- Dare. city of edmonds development information Washington State Energy & Ventilation Codes Residential Compliance Worksheets Prescriptive Approach CODES: Edmonds Community Development Code Chapters 19.30 and 19.35 Washington State Energy Code 2006 Edition Washington State Ventilation & Indoor Air Quality Code 2006 Edition The purpose of the State energy code is to provide minimum standards for new or remodeled construction to achieve efficient use and conservation of energy. This handout provides the basic minimum codes for prescriptive compliance. The basic prescriptive approach for energy code compliance is the easiest way to determine or show code compliance. It is a straight takeoff and comparison of total window (glazing) and door opening area versus the heated floor space. The percentage of glazing shown on the enclosed charts determines the minimum U -value of all windows and doors for the project, and the insulation R -value for wall, floor, slab and ceiling insulation. This handout is intended to provide minimum prescriptive compliance and it is not intended as a substitute for the entire State Energy Code. Also included in this packet is a Ventilation and Indoor Air Quality Worksheet. Tighter construction and insulation standards have introduced a vast amount of chemicals and other pollutants into dwellings. The process of natural ventilation has also been greatly reduced due to the required sealing of sheathing at walls and floor levels. The State Ventilation and Indoor Air Quality Code (VIAQ) has been created as a means for bringing in fresh outdoor air, and exhausting interior stale air. The VIAQ code allows either a manual portal system or a mechanical system that runs unmonitored on a timer to convey the air. Forms and additional information about the State Energy and Ventilation Codes can be found on the WEB at www.energv.wsu.edu. PLEASE COMPLETE WORKSHEETS AND APPLICATION. Revised 7107 THE FOLLOWING ATTACHED ENERGY AND VENTILATION SUBMIT TWO (2) COPIES WITH YOUR BUILDING PERMIT OVD 0 ,t. 1Z,7 CITY OF EDMONDS ENERGY & VENTILATION RESIDENTIAL COMPLIANCE WORKSHEETS PRESCRIPTIVE APPROACH PLEASE COMPLETE THE FOLLOWING ENERGY AND VENTILATION WORKSHEETS AND SUBMIT TWO (Z) COPIES WITH YOUR BUILDING PERMIT APPLICATION. DAT PROPERTY ADDRESS PROPERTY OWNE JOB TYPE (check all that apply) ❑ New ❑ Addition ❑ Remodel ❑ Single Family ❑ Multi -Family # Units HEATED FLOOR AREA Existing New HEATING BY ❑ Gas ❑ Electric SYSTEM TYPE ❑ Forced Air Furnace ❑ Wall heaters ❑ Other Tata ❑ Other Hydronic: Infloor ❑ Radiant ❑ FOR CITY USE ONLY PLAN REVIEW # DATE OF REVIEW MAXIMUM GLAZING % COMPLIANCE OPTION WHOLE HOUSE VENTILATION SYSTEM TYPE: MANUAL PORTIWINDOW VENT WITH EXHAUST FAN INTEGRATED FORCED -AIR FURNACE COMMENTS: Revised 7107 2006 WSEC Chapter 6 Qualification Form- Zone I Residential Prescriptive (Chapter 6) Options For All Heat Sources Instructions: Carefully review the requirements for each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. Disregard components or equipment that does not apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapter 4 or 5 of the 2006 Washington State Energy Code. Forms can be found on the WEB at WUWW.ENERGY. WSU.EDU * Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601. L. L Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13% it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed design which cannot meet the specific requirement of a listed option above may calculate compliance by Chapter 4 or 5 of this Code. 2. Requirements applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1 -inch vented airspace above the insulation. Other single rafter or joist vaulted ceilings shalt comply with the "ceiling" requirements. This option is limited to 500 square feet of ceiling area for one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R- 10, or on the interior to the same level as wall above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2 5. Floors over crawl space or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7_ Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8_ This wall insulation requirement denotes R- 19 wall cavity insulation plus R-5 foam sheathing_ 9. Doors, including all fire doors, shall be assigned default U -factors from Table 10-6C 10. Where maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of U=0.40 or less is not included in glazing area limitations- H. imitations. t I. Overhead glazing shall have Ufactors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. This project will take advantage of the following exceptions to the prescriptive option: 0 602.6 Exception I.One door, that is 24 sq It or less, that does not meet the standards is allowed. Location of door taking this exemption: 0 602.5 Exception 2_ Doors with U -factor of 0.40 allowed without calculations, Option IV only. Location of door(s) taking this exemption_ Glazing U -Factor Wall' Wall° Option Glazing Area10 Vertical Overhead" 9 DU r Ceilingz Vaulted Wall Above int ext Floor' Stab ab /a Of Floor Ceiling i� Below Below Grade Factor a Grade " Grade Grade C 10% 0.32 0.58 0.2 R-38 R-30 R-15 R-15 R-10 R-30 R -IO If* 15% 0.35 0.58 0.2 R-38 R-30 R-21 R-21 R-10 R-30 R-10 25% Group R-1 [it and R-2 04 0.58 0.2 R-381 R-301 R-.211 R_15 R-10 R-301 R-10 Occupancies U=0.031 U=0.034 U=0.057 U=0.029 Only Unlimited Group R-3 and tv R-4 0.35 0.58 0.2 R-38 R-30 R -2E R-21 R-10 R-30 R-10 Occupancies Only Unlimited Group R-1 and R-38 R-30/ R-211 R-301 V R-2 0.35 0.58 0.2 /UO.034 U-0.034 0=0.057 R_15 R -EO U=0.029 R-10 Occupancies Only * Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601. L. L Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13% it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed design which cannot meet the specific requirement of a listed option above may calculate compliance by Chapter 4 or 5 of this Code. 2. Requirements applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1 -inch vented airspace above the insulation. Other single rafter or joist vaulted ceilings shalt comply with the "ceiling" requirements. This option is limited to 500 square feet of ceiling area for one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R- 10, or on the interior to the same level as wall above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2 5. Floors over crawl space or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7_ Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8_ This wall insulation requirement denotes R- 19 wall cavity insulation plus R-5 foam sheathing_ 9. Doors, including all fire doors, shall be assigned default U -factors from Table 10-6C 10. Where maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of U=0.40 or less is not included in glazing area limitations- H. imitations. t I. Overhead glazing shall have Ufactors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. This project will take advantage of the following exceptions to the prescriptive option: 0 602.6 Exception I.One door, that is 24 sq It or less, that does not meet the standards is allowed. Location of door taking this exemption: 0 602.5 Exception 2_ Doors with U -factor of 0.40 allowed without calculations, Option IV only. Location of door(s) taking this exemption_ VAPOR BARRIERS shall be installed toward the warm surface as represented below (select one): Floors: !Craft Faced batt insulation Unfaced insulation with Plywood Sheathing ❑ 1 polyethylene (4 mil) (Exposure or exterior grade) Walls: Face stapled Unfaced insulation with ❑ ❑ batt insulation ❑ polyethylene (4 mil) Vapor Retarding Paint Ceilings*: Face stapled batt insulation Unfaced insulation with ❑ Vapor Retarding ❑ Ii polyethylene (4 mil) Paint *NOTE_ Vapor Barrier not required where ventilation space averages 12" or greater above the insulation SLAB INSULATION shall be R-10 minimum and be located on the: ❑ Exterior F1 Interior SLAB INSULATION EXAMPLES _1!111 NOT CONSTRUCTION DETAILS Floating Slab with Interior Insulation Silicone Caulk Seat 4" Concrete Slab Floating Slab on Grade w/Interior Slab Insulation Revised 7107 Silicone Caulk Seal 4" Concrete Slab dill—tinl_Illil— 111—� 6 mil poly -1TI=11111 =�1= li IIII1=11111-11111 11111=_ R-10 Insulation —[11[1=1111IEIdITIIIII 24" minimum 11111=IIIII�IIIIi�Illll —VIII 11111-111!1=1 NIM iIT1=11111=II111� 1111=11111 Floating Slab with Exterior Insulation !II I��'--111 i Flashing/Protection i Silicone Caulk Seal Thermal Break 4" Concrete Slab —11111 °� I_ III T1TI-1111 ��:--� — I sIIIII� 6mil poly 11111=11111 11111 =11111=1!!1!=11111 VIII—IIIl1= �• �<_::=11111-1111111111=1!111= ITI�11111 l=liEll-11111=!1111=11!11 1!111=l-11i11_IIIII =1!111=. l IIII1-11111= R-10 Insulation 111111111111111=111!1= 24"minimum Below Grade Wall with Interior Insulation :one Caulk Seal 4" Concrete Slab 6 mil poly Thermal Break _:_-__-::_-_-..._-__-:__:_:.:.:...::.:...:...��:: �� .•_ =11!11=loll4 II111= IIIIiIIlII VIII=_ —11111Ii Ii ILII 11111=-:__-: ._---- <.,1i11= 11111 —VIII_ 6mil poly =11111--llilllllll===�=_��- � -VIII—Illi!=ll , _1!111 11111=1111! -': 11 —11111=11111 III 4"Gravel Base I►Ill IIII. 1IJ1Ei�=—:____`¢: _=���== ��� IIII=1 =11111=!1111 Tu I _-_ -:: _ II�lI�I! —loll--- IIIII ____=— _11!11 R-101nsulation 11111=11111=11111IIII1= 24" minimum or to frostline Floating Slab on Grade w/Interior Slab Insulation Revised 7107 Silicone Caulk Seal 4" Concrete Slab dill—tinl_Illil— 111—� 6 mil poly -1TI=11111 =�1= li IIII1=11111-11111 11111=_ R-10 Insulation —[11[1=1111IEIdITIIIII 24" minimum 11111=IIIII�IIIIi�Illll —VIII 11111-111!1=1 NIM iIT1=11111=II111� 1111=11111 Floating Slab with Exterior Insulation !II I��'--111 i Flashing/Protection i Silicone Caulk Seal Thermal Break 4" Concrete Slab —11111 °� I_ III T1TI-1111 ��:--� — I sIIIII� 6mil poly 11111=11111 11111 =11111=1!!1!=11111 VIII—IIIl1= �• �<_::=11111-1111111111=1!111= ITI�11111 l=liEll-11111=!1111=11!11 1!111=l-11i11_IIIII =1!111=. l IIII1-11111= R-10 Insulation 111111111111111=111!1= 24"minimum Below Grade Wall with Interior Insulation :one Caulk Seal 4" Concrete Slab 6 mil poly Thermal Break VENTILATION WORKSHEET SOURCE SPECIFIC VENTILATION: Exhaust fans are required in each kitchen, bathroom, laundry room, indoor swimming pool, spa, and other room(s) where excess water vapor or cooking odor is produced. Complete the following table: Location Require_&cFM ActualCFM KITCHEN FAN 100 CFM BATHROOM #1 FAN 50 CFM BATHROOM #2 FAN 50 CFM BATHROOM #3 FAN 50 CFM LAUNDRY FAN 50 CFM WHOLE HOUSE VENTILATION: Each dwelling unit shall be equipped with a whole house ventilation system supplying outdoor air to all habitable rooms and exhausting stale air out via a designated fan_ Complete the following questions and table: ❑ Not applicable for additions less than 500 sq.ft. SELECT TYPE OF WHOLE HOUSE VENTILATION SYSTEM TO BE USED: ❑ Exhaust fans stem with ducted forced air heating system (VIAQ 303.4.1): • Exhaust fan sized per table below with 24 hour timer. • Forced air heating system ducted to all habitable rooms. • Interior doors undercut Y2" minimum above floor covering. ❑ Exhaust fan stem with fresh air inlets (VIAQ 303.4.1): • Exhaust fan sized per table below with 24 hour timer. • Manual through -wall port or approved window vent. ❑ Integrated with forced air furnace S stem (VIAQ 303.4.2): • Outdoor air inlet duct sized per table 3-5 connected to the return air plenum of the forced air system. • Volume damper. ❑ Supply fan „system (VIAQ 303.4.3): • Distribute air through the forced -air system ducts or through dedicated ducts to each habitable space with 24 hour timer. • Outdoor air must be filtered • Outdoor air inlet connected to supply or return. • Back draft and volume dampers. ❑ Heat recovery system (VIAQ 303.4.4) Revised W07 A WHOLE HOUSE EXHAUST FAN MUST BE PROVIDED FOR EACH DWELLING UNIT_ Floor Area Bedrooms* (square feet) 2 or less 3 4 5 6 Min. Max. Min. Max. Min. Max. Min. j Max. Min. Max. <500 50 75 65 98 80 120 95 143 110 165 501-1000 55 83 70 105 85 128 100 150 115 173 1001-1500 60 90 75 113 90 135 105 158 120 180 1501-2000 65 98 80 120 95 143 110 165 125 188 2001-2500 70 105 85 128 100 150 115 173 130 195 2501-3000 75 113 90 135 105 158 120 180 135 203 3001-3500 80 120 95 143 110 165 1 125 188 140 210 3501-4000 85 128 100 150 115 173 130 195 143 218 4001-5000 95 143 110 165 125 188 140 210 155 233 *for more than 6 bedrooms and/or over 5000 square feet see Table 3-2 Washington State Ventilation and Indoor Air Quality Code, Total Floor area: Bedrooms_ Whole House Fan Size; Location: ✓ WHOLE HOUSE EXHAUST FAN WILL OPERATE INTERMITTENTLY? Yes ❑ No ❑ Both automatic and manual control needed. Automatic control timer shall be set to operate whole house fan for a minimum of eight hours per day. ✓ WHOLE HOUSE EXHAUST FAN ALSO SERVES AS A BATH OR LAUNDRY FAN? Yes ❑ No ❑ The capacity shall be the larger CFM requirement. ✓ WHOLE HOUSE EXHAUST FAN WILL OPERATE CONTINUOUSLY? Yes ❑ No ❑ Note: Installers shall provide the manufacturer's installation, operating instructions, and a whole house ventilation: system operation description. A label shall be affixed to the whole house tinier control that reads "Whole House Ventilation (see operating instructions). " Revised 7/07 11' ntllation Systan Operating h3stru tion Whole House Ventilation Systems Integrated with a Forced Air Pleating System' Your new home has been constructed to use energy efficiently, while maintaining a healthy indoor environment with good supply of fresh air. To help you achieve these benefits, we recommend that you take a few minutes to read these instructions. Your home has been constructed to the most current requirements of the Washington State Energy Code (2003 edition) and the Washington State Ventilation and Indoor Air Quality Code (2003 edition). This means your home and the ductwork of your heating system have been well sealed, which limits uncontrolled exchange of air between the indoors and outdoors. The amount of fresh air provided to your home is under your control. You can increase the ventilation rate of your home by opening windows, or by operating your mechanical ventilation systems. Your home has two types of mechanical ventilation: spot ventilation fans, and a whole house ventilation system integrated with your heating system. TTM A spot fan has been installed in each bathroom, the utility roorn and the kitchen. If your home includes an indoor spa, or any other room that may need additional ventilation, a spot fan will be included there as well. / The purpose of spot ventilation is to control excess moisture, odors, or chemical byproducts at the source. It is far more effective to quickly eliminate moisture and pollutants when they are created than to allow them to dissipate slowly over time. Controlling moisture reduces the cause of many molds and protects the finishes of your home. Controlling odors and chemical byproducts reduces any health hazard that may be associated with It is particularly important to operate your kitchen fan if you have a gas or propane range. As well as removing moisture and odors created by cooking, your kitchen exhaust fan removes the unhealthy byproducts of combustion, including carbon monoxide and nitrogen oxides. Recommended spot fan operation: • Turn on the spot fan whenever moisture, odors, household chemicals, or combustion byproducts are present in the room, such as during shower- ing, washing clothes, or cooking. • Since moisture vapor, odors, and combustion byproducts tend to linger, run the spot fan for up to 60 minutes beyond the activity that produced them. Whole house ventilation integrated with the heating system. The forced air heating system in this home is equipped with a ventilation system. This system includes a fresh air intake connected to the return air duct (return air is the air that flows into your heating system), a damper that controls the amount of air that enters the system, and a timer that controls when the system operates. To change the amount of ventilation in your home adjust the timer to increase or decrease the time the system operates. In some cases you may also want to adjust the damper. Here's how the system works: SUPPLY DUCT FRESH AIR INTAKE figure 1. Whole house ventilation system integrated with a forced air heating system. • When the ventilation timer calls for ventilation, the furnace fan motor turns on. If the ventila- tion system is equipped with a mechanical damper, it also opens. • The furnace fan pulls fresh air through the fresh air intake into the return air duct. • Fresh air is then distributed to the home through the supply air ducts of the heating system. - When the ventilation timer shuts off, the furnace fan motor turns off. If the system has a me- chanical damper, the damper also closes. Note: If your system is not equipped with a mechanical. damper, your home will also receive ventilation whenever the system fan operates, including when it's on to provide heating or cooling. Selecting a Whole House Ventilation Schedule: Your contractor has set the timer on your ventilation system to provide a minimum of eight hours of ventilation per day. To get the maximum benefits of the system, you'll want to adjust the timer to suit your own schedule. Run the system more when you expect to be home, or when more people are expected to be in the home. Set the timer to cycle the system on and off for short periods. For example, 10 minutes on, 20 minutes off. • Use the manual control to turn the system on when large groups gather in your home. TIME OF DAY ON/OFF PINS AUTO: RUN TIME BASED ON TIMER ON: CONTINUOUS OPERATION Figure 2. Typical whole house ventilations timer. 2 Ventilation System Operating Instructions Dampers: There are three types of dampers allowed by the ventilation code. Figure 3 identifies these dampers and describes how they work. This system uses the damper checked below. ❑ Manual Damper ❑ Constant Air Flow Regulator 0 Motorized Damper As required by code2, your heating contractor has tested the flow reate of fresh air brought into your home and set the damper accordingly. Manual Damper Operation: In normal operating conditions, the damper is always open, regardless of the settings on the ventilation timer. The home receives ventilation whenever air handier fan turns on, or when the thermostat calls for heating or cooling. Using the timer to regulate the ventilation rate is always the best choice. But because this system provides ventilation to the home whenever the air handler fan operates, ventilation rates may be excessive during very cold or very hot weather. This can mean wasted energy and an uncomfortable home_ in this case, you may wish to adjust the manual damper. Before doing so, keep a few things in mind: Before you change the damper setting, make note of the position of the damper adjustment_ You will need to return the damper to this setting when the extreme weather passes. • Only reduce the ventilation rate when abso- lutely necessary. • Be aware for signs of under -ventilation, includ- ing smells and high humidity. M,ANUA_ D A t 4 'F_K �: :SEN 'FfXFO, :CN5CA%- - "4IRFL('M! 6A5E ).0ki i:ET,' NI PUC' AJi; F�'. ial Z{' Ft i/ Vt� lir' N, voro�lz� 'AMFEE; M, - THE VD-JILATC-1111 J5 CALL. -H) FLIP E3Y T IE :'moi ME 15 KEGUI_Ar_�D 5Y 0Fi=% 0AMF =t. F05-1 r ON Af?JL!srr, E.N.r. Figure 3. selection of dampers used to meet the VIAQ code. Ventilation System Operating Instructions 3 917111113 2006 Washington State Nonresidential Energy Code Form Joty 2007 Project Info Project Address Allowed Watts per ft2 " Date Allowed x Area For Building Department Use Applicant Name: _ - Applicant Address: Applicant Phone: Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option(gee Q Prescriptive Q Lighting Power Allowance 0 Systems Analysis Oual-ification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixhrres new, installed wattage not increased, & space use not changed. Maximum Allowed sighting Wattage Location (floorfroom no.) Occupancy Description Allowed Watts per ft2 " Area in if Allowed x Area " I-rom table 15-1 (over)- document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Wattsl I Location Number of (floorlroom no.) Fixture Description Fixtures Watts/ Watts Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g- T-8), number of lamps in the fixture, and ballast type (if included). for track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information, 2. For proposed Watts// fixture, use manufacturer's fisted maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1539. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track righting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. - .3. List all fixtures. For exempt lighting-, note section and exception number, and leave Watts/Fixture blank. AT- -Ai�HMEN7 A 2006 Washington State Nonresidential Energy Code Compliance Foran Nomnidentlal ewW code Compliance Prescriptive Spaces Occupancy. O Warehouses, storage areas or aircraft storage hangers OOther Qualification Checklist Lighting [ Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If oocupancy type Is "Other" and Nxtures: (Section 1. Fluorescent fixtures which are non -lensed with a) 1 or 2 two lamps, b) reflector fixture answer is chacked, the number of rhaures In the space Is not limited by Code. 1521) or louvers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8 lamps, and d) hard -wired elec- Clearly indicate these spaces an plans. If 1.2 tronic dimming ballasts. Screw-in compact fluorescent fixtures do not qualify - not qualified, do LPA Calculations- Cafeterias, fast food establishment?. restaurantslbars5 2- Metal Halide with a) reflector b) ceramic MH lamps - 150w c) electronic ballasts Post office 1.1 3, LED lights. T A 12 C 4r._4 li"if! ihtinn P-wnr AunwanrR r{ F+nl Else LPA'(W/A Else LPA(Wisp Automotive facility 0.9 Office buildings, officeladministrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)", 1.0 Convention center 1.2 Penitentiary and other Grow 1-3 Occupancies 1.0 CourlhouSe 1.2 Police and fire stations 1.0 Cafeterias, fast food establishment?. restaurantslbars5 1.3 Post office 1.1 Dormitory 1.0 Retail , retail banking, mail concourses, wholesale stores(pallet rack shelvin 1.5 Exercise tenter 1.0 School buildings (Group E Occupancy only). school classrooms. day care centers 1.2 Gymnasia , assembly s aces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater,performing arts 1.6 Hospital, nursing homes, and other Group 1-1 and 1-2 Occu ancies 1.2 Transportation 1.0 Hotellmotel 1.0 Warehouses", storage areas 0.5 Hotel ban ueticonferencelexhibition hall ' 2.0 workshy s 1.4 Laboratory spaces (all spaces not classified "laboratory' shall meet office and other appropriate categories) 1.8 Parking garages 0-2 Laundries 1,2 Libraries 1.3 Plans Submitted for Common Areas Onl Manufactur€n faci 1.3 Main floor building lobbies(except mall concourses 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Footnotes for Table 15-11 1) In cases in which a general use and a specific use are fisted, the specific use shall apply. In cases in which a use Is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. .3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for asserribiy. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved, 7) For conference moms and offices less than 150ff with full height partitions, a Unit Lighting Power Allowance of 1.10 w1W may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting AowerAllowarice for the court area is 2.60 Wife. 10) Display window illumination installed within 2 Net of the window, provided that the display window is separated from the retail space by walls or at least three -quarter -height partitions (transparent or opaque). and lighting forfree-standing display where the lighting moves 'with the display are exempt. An additional 1.5 wife of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling -mounted track or directly on or recessed into the ceding itself (not on the watt), b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other factures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only If the lighting is actually installed. 11) Provided that a-Voor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 2006 Washkqitn Slate /ton State Nonresidential Ener4v Code Compliance Form Project Info Pro] Addres _. .- . _. _.... . - Date _ For Building Department Use Name: Appl. Name - Appl_ Phone, - Project Description EI New ❑ Addition ❑ Alteration ❑Plans included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Lighting Power Allowance Q Systems Analysis Building Grounds {luminaires n 100 Watts) ❑ Efficacy 60 Iumens/W [] Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box -sec. 1132.3) ❑ No changes are being made to the fighting 10 Less than Sit% of the fixtures new, installed wafts a not increased, & spare use not changed. Tradable Maximum Allowed LizhtinLr Wattaiye Tradable Locations Description Allowed Watts per 62 or per If Area (ft), perimeter (it) or # of items Allowed Watts x fie (or x if) Iotal AllOWeo VVatlSJ Use mfgr listed maximum input wattage- For fixtures with hard -wired ballasts only, Tradable Proposed Lighting Wattage the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Numberof Fixtures Watts/ Fixture Watts Proposed 4 v 4 v IvF-u vv- 4i lay 41vt ZxquC u A ut'" ^11uVveu vv4Ll5 Jor cxLenor Non -Tradable Maximum Allowed Lighting Wattafe /oral rroposeo wagsI I Allowed Watts Non -Tradable Locations Description per ft2 or per If Area (fe), perimeter (If) or # of items Mowed Watts x fe (or x If) Non --Tradable Proposed Lighting Wattage Location Fixture Description Number of Watts/ Fixtures Fixture Watts Proposed � �vl.n.r.7y� rrPVW Ilfgy 11V1 GhLV^e;V n114 wC3U YYd(f, fur l.r3LE90Ey ATTACHMENT B 2006 wamftom 2006 WasWington State Nonresidential Energy Code Compliance Form %ergy Code C.amplianm Farms ' TABLE 15-2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised .July 2007 Tradable Surfaces Uncovered Parking Areas Parking lots and drives 0.15 W/fr (Lighting power densities for uncovered Building Grounds parking areas, building Walkways less than t0 feet wide 1.0 W/linear foot grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W1 Stairways 1.0 W/ Buildin Entrances and Exits Main entries 30 Wllinear foot of door width Other doors 20 Wilinear foot of door width Canopies and Overhangs Canopies (free standing and attached and 1.2s W/ft overhangs) Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/ft' Street frontage for vehicle safes lots in addition to "open area" allowance 20 W/linear foot .Nan Tradable Building Facades 0.2 W/ft' for each illuminated wall or Surfaces (Lighting surface or S.OW/linear foot for each power density illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the Entrances and gatehouse inspection stations at guarded facilities 1.25 Wife of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/fe of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces„ Material handling -and associated 0.5 W/fe "Tradable Surfaces" storage section of this table.) : ©rive -up windows at fast food 400W per drive-through restaurants Parking near 24-hour retail entrances 800 W per main entry