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HomeMy WebLinkAboutCOM2014-00003 Final Shell Only - COM Permit / Conditions - 3/8/2018 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262 �P9oS Coo Mason County Bldg. III Phone:(360)427-9670,ext. 352 426 W. Cedar Shelton, WA 98584 COMMERCIAL BUILDING PERMIT COM2014-00003 OWNER: DM BELFAIR INVESTMENTS RECEIVED: 1/9/2014 CONTRACTOR: LICENSE: EXP: ISSUED: 10/16/2014 SITE ADDRESS: 51 NE STATE ROUTE 300 STE A BELFAIR EXPIRES: 4/16/2015 PARCEL NUMBER: 123294200190 LEGAL DESCRIPTION: PCL 4 OF BLA#01-21 PTN OF NW SE SURVEY 26/167 & 168 PROJECT DESCRIPTION: DIRECTIONS TO SITE: SHELL ONLY, UNFINISHED, UN-OCCUPIED 2 STORY ST RT 3 TO BELFAIR, L ON ST RT 300, LOCATED JUST OFF OF BELFAIR COMMERCIAL& PROFESSIONAL BLDG. ST General Information Construction&Occupancy Information Type of Use: COMMERCIAL Insp.Area: No. of Units: Type of Constr.: VB Type of Work: NEW Fire Dist.: 2 No. of Bathrooms: 0 Occ. Group: B Valuation: $ 1,565,877.42 No. of Stories: 2 Exit Design. Load: Building Height: 30 Pre-Manufactured Unit Information Square Footage Information Make: Length: Lot Size: Model: Width: Building: 14,880 Year: Serial No.: Basement: 417 Parking Spaces: Setback Information Shoreline& Planning Information Front: S 20.00 Ft. Shoreline: Ft. Rear: N Ft. Slope: Ft. Water Body: Shoreline Desig.: Not Applicable Side 1: E 135.00 Ft. SEPA?:No Comp. Plan Desig.: Urban Growth Area Side 2: W 48.00 Ft. Fire Protection System Information Auto Fire Alarm System?: Emergency Key Box?: Standpipe?: Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?: Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?: COM2014-00003 Please refer to the following pages for conditions of this permit. Page 1 of 7 Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee r:nnnn 1/Q»n1d $d QRR 59 R19ntdnn Planning Review Fee rWhA 11Q19n1d Ain nn C1?nldnn Planning Stormwater Rey r,Annn 1/Qignld nn gl?nldnn IFC Plan Check Fee rnnnA 1/Qignld ��AQd 99 C1,)nldnn EH Minor Plan Review Al a 1/Qi?n1A jinn nn s7,)ntdnn ADJUST--Plan Check Fe -RA/ 'VAOMd T.d7d rn C19nldnn Non-Res. Energy Code I A%A/ A19AMtd �7,i nn gi9n1dnn Building State Fee I AIN di?Rnnld od cm S1?niAnn Building Permit Fee I AIN d/9R/gnlA �7 F;7d AR R19n1Ann Total $16,394.43 CASE NOTES FOR COM2014-00003 CONDITIONS FOR COM2014-00003 1) The future under slab plumbing will require the applicant to saw cut the concrete slab and install the required number of fixtures based chapter 29 of the 2012 International Building code. X CYO 2) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X C 12 3) A NFPA 13 fire sprinkler system is required, prior to any work being done a permit application must be submitted an approved. X r-119 A NFPA 72 Fire alarm system is required, prior to any work being done a permit application must be submitted an approved. X rip 2A10BC fire extinguishers are required to be installed per chapter 9 of the 2012 International Fire code and NFPA 10. The maximum travel distance in any direction is 75 feet with a minimum of 1 on each level mounted no more than 60 inches above the floor to the top of the unit. X & A knox box is required per section 506 of the 2012 International Fire Code.. Please contact the local fire district for more information and inspections. X C42 Fire lanes are required per ordinance 31-04 title 14 chapter 14.17 of the Mason County code. A copy is attached to the plans. X rA? COM2014-00003 Page 2 of 7 4) PER TITLE 14 MASON COUNTY BUILDING CODE -CHAPTER 14.17, STANDARDS FOR FIRE APPARATUS ACCESS ROADS - 14.17.11& Afire apparatus access road in excess of 14% grade and more than 150' to new residential or commercial structures will require an automatic fire sprinkler system installed. Contact the Mason County Fire Marshal at(360) 427-9670, extension 352, for further information. xS�p 5) 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. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X Cio 6) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted. X;12 7) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. Xob 8) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. XCb 9) The approved site plan is required to be on-site for inspection purposes. If inspection is called for and the site plan is not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason Coun ty Building Department prior to any further inspections being performed or approvals granted. 10) 3000 PSI CONCRETE WILL REQUIRE SPECIAL INSPECTION IF THE QUANTITY EXCEEDS 50 CUBIC YARDS< LESSER AMOUNTS WILL REQUIRE AN APPROVED CONCRETE SUPPLIER TO PROVIDE YOU WITH A BATCH TICKET THAT WILL BE REQUIRED TO BE SUBMITTED TO THE SITE INSPECTOR FOR THE VERIFICATION OF MATERIAL USED. X Gb 11) THIS STRUCTURE IS APPROVED AS A SHELL BUILDING ONLY. ATENANT REVIEW PERMIT WILL BE REQUIRED PRIOR TO ANY APPROVED OCCUPANCY. IF ADDITIONAL CONSTRUCTION IS REQUIRED A BUILDING, MECHANICAL AND/OR PLUMBING PERMIT WILL BE REQUIRED TO BE SUBMITTED AND APPROVED PRIOR TO OCCUPANCY. X Cb 12) A structural observation report, as defined in Chapter 17 of the International Code, shall be provided to the Mason County Building Department. Reports shall be prepared by the engineer or architect of record responsible for the structural design or another engineer or architect designated by the engineer or architect or record. Reports shall be submitted to the Mason County Building Department within 2 weeks following each structural observation. A final observation report shall be submitted prior to the final inspection of the structure. Written statements shall indicate the permit number, type of inspection, and identify any reported deficiencies. Structural observation is defined as the visual observation of the structural system by a registered design professional for general conformance to the approved conformance to the approved construction documents at significant construction stages and at the completion of the structural system. X(jp COM2014-00003 Page 3 of 7 13) In addition to the inspections required in IBC, Section 109, the owner, the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by the design professional. The special inspectors duties & responsibilities shall be as specified in Chapter 17. Special inspection reports shall be submitted to the Mason County Building Department, PO Box 186, Shelton WA 98584 and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing and final occupancy inspections. X e)b 14) Any changes in construction shall be reviewed by engineer of record and submitted in writing to the Mason County Building Department prior to construction. All engineering documents are a part of the approved set of plans and must remain attached thereto. If engineering documents are removed, approval will not be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted. X rb 15) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND THE INTERNATIONAL CODE REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF USE OR OCCUPANCY WOULD RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x 16) Changes to approved building plans that affect compliance to the current Washington State Energy Code (WSEC), ventilationrequirements), Building/Plumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction. 17) 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 shall be made prior to requesting additional inspections. X ck 18) All property lines shall be clearly identified at the time of foundation inspection. X A0 19) 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 ordinances and building regulations. Xdb 20) 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 prevented action from being taken. No more than one extension may be granted. XC aD 21) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X Op COM2014-00003 Page 4 of 7 22) The mechanical system for which energy consumption, performance, or mode of operation are regulated by the Washington State Energy Code (WSEC) shall be tested to ensure that control devices, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Mechanical systems shall require commissioning in accordance with WSEC section 1416 . For all mechanical systems, commissioning shall include, as a minimum: a. A Commissioning Plan (See WSEC 1416.3.1), b. System Testing and Balancing (See WSEC 1416.3.2), c. Equipment Functional Performance Testing (See WSEC 1416.3.3), d. Controls Functional Performance Testing (See WSEC 1416.3.3), e. Commissioning Report(See WSEC 1416.3.5). Buildings or portions thereof, required by this code to comply with this section, shall not be issued a final certificate of occupancy until such time that the building official determines that the commissioning report required by Section 1416.3.5 has been completed. Lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with the approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Commissioning shall be performed in accordance with WSEC 1513.8. A completed Commissioning compliance checklist shall be completed and signed by the building owner or owner's representative and a copy shall be submitted to the Mason County Building Inspector during the final occupancy inspection. X")D 23) The permit is for a shell building only, no interior wall except for shear, no plumbing, mechanical or lighting. The slab will be saw cut open for the plumbing to be installed at a later date. X l)D 24) Approved per dimensions and setbacks and parking configuration on submitted site plan on Jan. 17, 2014 and May 9, 2014. Setbacks are measured from the furthest projection of the structure. X e,o 25) Parking shall be sufficient for 21 new standard parking stalls (9 feet by 20 feet) and 3 new handicap parking stalls (12.5 feet by 20 feet)with sufficient maneuvering aisles; provided as part of 191 stalls supplied on property following restriping. Handicap stalls shall be of a smooth surface at level or ramped to entry, located closest to the building entry, and shall be signed with the International Symbol of Access. Screening from adjacent residential properties is required. X C12 26) All construction and demolition debris must be removed from the shore area after project completion. Proper Yisposal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X O0 27) Compliance with an approved Storm Water Plan (dated Jan. 2014) shall be subject to an on site inspection, or inspections, by the engineer of record or an authorized representative. Said inspection(s) shall be performed in accordance with the approved plan, and prior to any modification that would make a determination of compliance impossible. Inspection reports shall be submitted to verify all engineering requirements have been completed in accordance with the approved storm water plan. Reports shall be submitted to the Mason County Department of Community Development prior to each corresponding inspection and final permit approval. Copies of all special inspection reports shall be made available at time of inspection. X i)a 28) The applicant shall comply with the Belfair Urban Growth Area Festival Retail zone MCC17.31 Landscaping and 17.34 Signs in this development propoQ�al; proposed signage will require separate permit applications. X Ir" COM2014-00003 Page 5 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 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. 10�1�12o Iq Signature Date ��,�Lw TxlV�MArI� OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle icate) �vv� C6 COM2014-00003 Page 6 of 7 SOS CO rt MASON COUNTY PERMIT NO.ItYIZC'i`�-O� _ DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL R � , IVED WWW.CO.MASON.WA.US (360)427-9670 Shelf+Sh`lsR. Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext.� ��T� IRC! PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext. 1 Tw BUILDING PERMIT APPLICATION '' 426 W S. �a I-t�, Ufa . OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: g4// InX275 k 'NAME: e L LG��OKD MAILING ADDRESS: D. 7 MAILING ADDRESS: Y CIT AVV STATE:ZIP. 3 4 CITY: STATE: ZIP: PHONE^5'3•JS7•]QVA CELL: PHONE: CELL: EMAIL: EMAIL : L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER)<n!2 3R9 FIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED): SITE ADDRESS 57 IJE S/47f /. /DIRECTIONS TO SITE ADDRESS S. , IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF❑ SWAM DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO TYPE OF JOB: NEW ❑ ADDITION X ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE( sIDENCE,GARAGE ETC.) - IS USE: PRIMARY SEASONAL NUMBER OF BED OMS NUMBER OF BATHROOMS DESCRIBE WORK -7&" , is: 477 45r e~ SQUARE FOOTAGE: 1 ST FLOOR 440 sq.ft. 2ND FLOOR/,440 sq.ft. 3RD FLOOR sq.ft. BASEMEN34)7 sq.ft. DECK 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 MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL 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 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 INS P 10�N41PfOF THIS PERMIT APPLICATION OF 180 DAYS WI IWALIDATE THE APPLICATION. S natur f Applicant Efaatte I x . )r OWNER/ REPRESENTATIVE /CONTRACTOR Print Name (CIRCLE TO INDICATE) DEPARTMENTAL REVIEW APPR VED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT -�- PLANNING DEPARTMENT I FIRE MARSHAL IBC 2006-2009 Allowable Area Calculator Page 1 of 2 Skip to main content ®Cornell University Search Cornell IBC 2006-2009 Allowable Area Calculator Jonathan Ochshorn ©2010 Jonathan Ochshorn. contact I academic homepage I ARCH 2602/5602 homepgge I calculator horri Directions:Enter values for occupancy classification,construction type,sprinklers,and proposed number of stories,as well as building perimeter lengths and distances from building to property lines.Choose 2006 or 2009 International Building Code(IBC). Press "update"button. Based on the 2006 or 2009 IBC,values are calculated for allowable areas,heights,and numbers of stories.The site plan(Fig. 1) corresponds to the default values indicated below for a proposed 4-story,unsprinklered office building(occupancy class=B)of type III-A construction.Distances may be measured from the building to the far side of a"right-of-way" [R.O.W.],as is shown for the building perimeter facing east.In this case,the distance is 35 feet.Some occupancies require sprinklers under certain circumstances:see notes immediately below calculated values for details. Notes and clarifications: "!..Building volume,floor area,and distances to property lines may also be constrained by zoning ordinances,which are not considered here. • "Total allowable area"is computed based on the"Proposed number of stories"selected.To find the maximum possible allowable area for a given building condition(i.e.,for a given geometry,frontage,sprinkler status,and so on),set the "Proposed number of stories"to the"Maximum allowable stories." • The"Allowable area per floor"may not be consistent with the site and building geometry used to compute the frontage coefficient.In other words,computing the allowable area per floor doesn't guarantee that the proposed floor/site plan— used in part to calculate that allowable area—is acceptable.This is due,in part,to the way in which the building code is written:it is intended to be used,not primarily as a design tool,but as an analysis tool. For more information,see my online building code handout. North ILOK 80' 50' 40' 77 4) i R R 60' 90' 36' South Fig.1.Site plan showing yard and building dimensions. Build'- information: Notes: Occupancy classification:M - :v 1.Tabular per floor area limit per Table 503=9000 sq.ft. Construction type:I V-B 2.Revise area limit:are sprinklers used to sub for 1hr rating?No.9000 sq.ft. sprinkleredI Yes-NFPA 13 3.Tabular allowable height per Table 503=40 ft Proposed number of stories:2 4.Tabular story limit per Table 503=1 5.Revise story limit:are sprinklers used to sub for Ihr rating?No.Then story limit=1 Building Distance to property 6.Check Sec 504.2 sprinkler Increases:allow height=60 ft;allow stories=2 perimeter line or to far side of Group R and NFPA 13R?No len the(ft) R.O.W.(ft) NFPA 13 sprinklers?Yes facing north: 114.3 35.0 I-2 with Type II III,IV,or V?No Hl,H2,H3,or H5?No 7.Compute area Increase due to frontage per Sec.506.2,frontage coefficient,If=1.179 based on Sec.5 perimeter,P=1084.3 ft facing east: 425.0 50.0 'frontage'perimeter,F=1084.3 ft weighted average distance from =47.17 ft per Sec 506.2.1 width limit exception 8.Compute sprinkler Increase per Sec.506.3,Is=2 HI,H2,or H3?No fadng south: 120.0 60.0 One-story building?No 9.Compute allowable per story area,As=At(1+If+Is)=37614.09 sq.ft. 10.Maximum allowable area=Aa x 2=75228.19 sq.ft. 11.Maximum number of stories for group R with NFPA 13R sprinklers,per Sec.903.3.1.2.This criteria Is n facing west: 425.0 44.0 12.The revised allowable height Is 60 ft. Check requirements(0=no problem;1=no good):total number of problems=0 Code version:2009 IBC _ 1.Proposed number of stories<-allowable number of stones. https:Hcourses.cit.comell.edu/arch262/calculators/allowable-area/index.html 1/31/2014 IBC 2006-2009 Allowable Area Calculator Page 2 of 2 2.Proposed number of stories is positive Integer. Allowable Areas and Heights: 3.Sprinkler type NFPA 13R can only be used with group R occupancy Allowable area per Floor: 37614 sq.ft. 4.Building perimeter lengths and distances cannot be negative. Total allowable area: 75228 sq.ft. 5.Values for both building perimeter and distance must be entered Maximum allowable height: 60 ft. 6.Using NFPA 13 sprinklers to substitute for 1-hr rating per note d,Table 601,only sensible with Types II Maximum allowable stories: 2 7.Using NFPA 13 sprinklers to substitute for 1-hr rating per note d,Table 601,not sensible with group A-. 8.Combination of occupancy and construction type not permitted In Table 503 For Group M occupancies,sprinklers are required if a fire area>12,000 sq.ft.;or a fire area>3 stories above grade;or the sum of all fire areas> 14,000 sq.ft.;or if merchandise is high-piled or in rack storage arrays;or Warnings: if it is used for upholstered furniture sales/display 1.NFPA 13D sprinklers may be Installed In 1-2 family dwellings per Sec.903.3.1.3 2.Unlimlted area possible with yards of 40+ft around 75%of building,per Sec 507.5(not calculated here 3.Unlimited area possible with 1-story,A-3(some restrictions),Type II,NFPA 13 sprinklers,60 ft yards,f 4.Sprinklers required with group A,E,F-1,H,I,M,and 5 occupancies per Sections 903.2.1-903.2.9 as r See notes to the left. 5.Sprinklers required with group R occupancies per Sec.903.2.7. 6.Sprinklers required In buildings with floor level 55 ft or more above fire dept.vehicle access per Sec.90 7.Where NFPA 13 sprinklers substitute for 1-hr rating,exterior walls must still meet Table 601 and 602 re 8.For windowless stories or basements,sprinklers may be required per Sec.903.2.12.1. 9.Other limitations and exceptions may apply;see IBC for details. Disclaimer:This calculator is not intended to be used for the design of actual structures,but only for schematic(preliminary)understanding of building technology and construction principals.For the design of an actual structure,a competent professional should be consulted. First posted Aug.18,2008 ILast updated Mar.27,2011 https://courses.cit.comell.edu/arch262/calculators/allowable-area/index.httnl 1/31/2014 (3/31/2014) Larry Waters- Page 1 From: Larry Waters To: Kenn Snodgrass CC: David Freeman Kenn I did not receive structural calc's for the new store front and the tower. Also the loading for the future mechanical, electrical components per section 13.6 of ASCE 7-OS as well as the fire sprinkler system per section 13.6.8.3 and the elevator per section 13.6.10 thru 13.6.10.2 for the building were not addressed. LW Belfair Street Commercial & Professional Building Allowable Area Calculator: (screen capture from Cornell University, Jonathan Ochshorn website) BuildingBuilding information: information: Occupancy classification: B Occupancy classification:I M v Construction type:I V-B Construction type: W-B v Sprinidered? Yes-NFPA 13 Sprinldered' Yes-NFPA 13 v Proposed number of stories: 2 Proposed number of stories: 1 Building Distance to propertV Building �Distance to propeft perimeter line e or to far side of • R.O.W. facing north 0 0 facing north: 115.0 1 52.0 36.0 56.0 facing east•1 112.0 200.0 facing east 314.0 200.0 facing southd 120.0 69.0 facing south: 84.0 0 facing west 112.0 53.0 facing west• 314.0 r-38.0 Code version: 2009 IBC " Code version: 200,9 IBC v Allowable Areas and Heights: Allowable Areas and Heights: Allowable area per Floor: 36825 sq.ft. Allowable area per floor: 45622 sq.ft. Total allowable area: 73549 sq.ft. Total allowable area: 45622 sq.ft. Maximum allowable height- 60 It. Maximum allowable height- 60 ft. Maximum allowable stones: 3 Maximum allowable stories: 2 For Group B occupancies,sprinklers are required in ambulatory health For Group M occupancies,sprinklers are required if a fire area > 12,000 care facilities but only if they include at least 4 patients who can't get out sq.ft.;or a fire area >3 stories above grade;or the sum of all fire areas> on their own, or at least one such patient not on the level of discharge 24,000 sq.ft.;or if merchandise is high-piled or in rack storage arrays;or if it is used for upholstered furniture sales/display Belfair Street Commercial&Professional Building B OCCUPANCY M OCCUPANCY Frontage Increase: 506.2 Frontage Increase: p d pxd* p d pxd' (d=60 if (d=60 if Perimeter Distance d>60)* Perimeter Distance d>60)* Length to PL *506.2.1 Length to PL *506.2.1 NORTH 84 0 0 NORTH 115 52 5980 36 56 2016 EAST 112 200 6720 EAST 314 200 18840 SOUTH 120 69 7200 SOUTH 84 0 WEST 112 53 5936 WEST 314 38 11932 F 380 378 21872 F 743 290 36752 P 464 P 827 21872 36752 W—_ 380 = 57.56 W= 743 = 49.46 If= C P 25 I X 30 if= [ P 25 I X 30 _ 111 380 25 X 57.56 I __ 743 25 X 49.46 f [r 464 ] r 30 f [r 827 ] r 30 If= L 0.82 .25 ]X I 1.92 1 If= L 0.90 .25 X L 1.65 1 If= 0.57 X LLL 1.92 = 1.09 If= 0.65 X 1.65 = 1.07 Sprinkler Increase: 506.3 Sprinkler Increase: Is= 2 Is= 3 Max allowable per story. Max allowable per story. Aa = At +[At * It]+ �At * Is]= Aa = At +[At * If]+ [At * Q_ 9000 9825 + 18000 = 36825 per story 9000 9622 + 27000 = 45622 total allowed Stories 36825 X 2 = 73649 total allowed Sum of Ratios: B actual + M actual <= 1 B allowed + M allowed 19477 + 33551 <_ 73649 45622 0.264457 + 0.735409 = 0.9999 ok Belfair Street Commercial & Professional Building Frontage Diagram 62 50 72 98 145 00 6 B. 52 Ln OCCUPANCY I 411 IZ, - ,--- 112 314 0 o I N ON I I U v I I Envelope Zones • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 2013 Project Info Project Address Belfair St. Commercial & Professional Building Date 1/8/2014 Compliance forms m 11515 Burnha Drive For Building Department Use do not require a Belfair, WA 98332 password to use. Applicant Name: Kenn Snodgrass, SPA Architects Instructional and Applicant Address: 7195 Wagner Way, Suite 201, Gig Harbor, WA 98335 calculating cells are write-protected. Applicant Phone: (253) 851-8383 - Project Description New Building ❑Addition ❑ Alteration ❑ Change of Occupancy/Conditioning Compliance Path O Prescriptive Component Performance Q Total Building Performance Selection required to enable forms. Occupancy Group Q Commercial Q Group R-R2&R3 over 3 stories and all R1 Selection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade %Vertical If complying via the Prescriptive path, (rough opening) divided by Wall Area times 100 equals Fenestration enter values for vertical fenestration, 1664.0 — 8198. 0 X 100 = 2 0.3% skylights,gross walls and roof on this ENV-SUM worksheet. If complying via Gross Exterior Roof the Component Performance path,enter Total Skylight divided by Area times 100 equals %Skylight these values in the ENV-UA worksheet. 0.0 — 6898.0 X Vertical VERTICAL FENESTRATION AREA COMPLIES �ql� 1 7 2014 Fenestration Area Fenestration Area Compliance 426 W. CEDAR ST. Skylight Area SKYLIGHT AREA COMPLIES Vertical Fenestration 0 50%or more of the floor area is within a daylight zone per C402.3.1.1 Alternates Q High Performance Fenestration U-factors and SHGC per C402.3.1.3 Compliance Method ❑Skylight area 3%or greater,VT-0.40 or greater Single Story Spaces ❑Skylight effective aperture 1%or greater,provide calculation Requiring Skylights ❑Space eligible for exception Requires a minimum of 50%of floor area to be within a skylight daylight zone for specific space types.Refer to C402.3.2 for requirements. ❑ Project has semi-heated spaces as defined per C402.1.4 ❑ Applying wall exception to semi-heated spaces 1.Semi-heated spaces may comply under Prescriptive or Component Performance compliance Semi-Heated Spaces path. 2. Semi-heated spaces shall be documented separately from other conditioned spaces—provide separate compliance forms for each conditioned space type. 3.Envelope elements separating semi-heated from other conditioned spaces shall comply with prfprinr thermal pnvpinnp rpniiirpmpnhz ❑ Walk-in Cooler ❑ Walk-in Freezer ❑ Refrigerated Warehouse Cooler ❑ Refrigerated Warehouse Freezer Refrigerated Spaces Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non-refrigerated areas in the ENV-PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Project includes more than one occupancy type and/or level of space conditioning.Multiple Mixed Occupancy and/or compliance forms may be required. Select all that apply to scope of project: Space Conditioning ❑ Commercial ❑ R2&R3 over 3 stories and all R1 ❑ Refrigerated Space ❑ Fully Conditioned ❑ Semi-Heated ❑ Low Energy` ❑ R2&R3-3 stories or less `Low energy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required. Refer to C101.5.2 for exemption. 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all F Revised Oct 2013 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration. for Prescriptive Compliance Refer to Tables C402.1.2,C402.2 and C402.3 in the 2012 WSEC for important footnotes that apply to these tables. Refer to Section C402 for all applicable requirements that apply for each envelope Table C402.2 Notes 1,7 Table C402.1.2 Notes 1,2 Prescriptive Path Insulation Minimum R-Value Assembly Maximum U-factor Occupancy GroupAll Other GroupR All Other Grou It Opaque Elements Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. U-0.034 U-0.031 Metal Building with R-3.5 thermal blocks Note 3 R-25+R-11 Ls R-25+R-11 Ls U-0.031 U-0.031 Attic and Other R-49 R-49 U-0.021 U-0.021 Walls,Above-grade Mass R-9.5 c.i. R-13.3 c.i. U-0.104 Note 6 U-0.078 Metal Building R-13+R-13 c.i. R-13+R-13 c.i. U-0.052 U-0.052 Steel Framed R-13+R-10c.i. R-19+R-8.5 c.i. U-0.055 U-0.055 Wood Framed and Other R-21 int R-21 int U-0.054 U-0.054 Below Grade Wall Note 4 Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. U-0.031 U-0.031 Steel Joist R-38+R-10 c.i. R-38+R-10 c.i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 U-0.029 U-0.029 Slab-On-Grade Floors Unheated R-10 for 24 in.(from top of slab) F-0.54 F-0.54 Heated Note 5 R-10 perimeter&under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R-Value for prescriptive compliance. U-0.37 U-0.37 Roll-up or sliding R-4.75 I R-4.75 No U-Value for prescriptive compliance. Table C402.3-0-30%of wall area,or Section C442.3.L3 High Performance 30%-40%per Section C402.3.L I DLZ Fenestration Option-0-40%of wall area Fenestration Assembly Maximum LI-factor Notes 1,2 Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing(fixed) U-0.38 U-0.38 U-0.34 U-0.34 Metal framing(operable) U-0.40 U-0.40 U-0.36 U-0.36 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 Fenestration Assembly Maximum SHGC Factor Vertical Fenestration PF<0.2:all orientations-SHGC-0.40 PF<0.2:all orientations-SHGC-0.35 0.2 5 PF<0.5:north-SHGC-0.44; 0.2 5 PF<0.5:north-SHGC-0.385; all other-SHGC-0.48 all other-SHGC-0.42 PF 2 0.5:north-SHGC-0.48; PF 2 0.5:north-SHGC-0.42; all other-SHGC-0.64 all other-SHGC-0.56 Skylights SHGC-0.35 SHGC-0.35 Insulation Minimum R-Value Refrigerated Spaces Insulation Table C402.5 and C402.6 Assembly Maximum U-factor Freezers-Walk-in and Warehouse Roof/Ceiling R-32 Wall R-32 Door R-32 No U-Value for prescriptive compliance Door-transparent reach-in triple-pane,heat-reflective treated or gas Floor R-28 Coolers-Walk-in and Warehouse Roof/Ceiling R-25 Wall R-25 Door R-25 No U-Value for prescriptive compliance Door-transparent reach-in double-pane,heat-reflective treated&gas fill,or comply with freezer door req. Floor No Requirement Envelope • • • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all F Revised Oct 2013 Definitions: Ls=Liner system—A continuous membrane installed below the purlins and uninterrupted by framing members.Uncompressed,unfaced insulation rests on top of the membrane between the purlins.Refer to Section A102.2.5.4. c.i.=Continuous insulation—Insulation that is continuous across all structural members without thermal bridges other than service openings and penetrations by metal fasteners with a x-sectional area of less than 0.04%of the opaque surface area of the assembly. int=Intermediate framing—Includes insulated headers,corners and interior partition wall to exterior wall intersections.Refer to Section A 103.2 for framing definitions. Footnote Summary: Each table in the 2012 WSEC has footnotes applicable to specific information provided in the table.This footnote summary provides only abbreviated details from these footnotes. Refer to 2012 WSEC for complete footnote information. 1-Assembly descriptions can be found in Chapter 2 and Appendix A. 2-Use of assembly U-factors,C-factors and F-factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions ofthis Code. 3-For metal building roofs where using R-value compliance method,a thermal spacer block is required.Otherwise use the U-factor compliance method. 4-Where heated slabs are below-grade,below-grade walls shall comply with the exterior insulation requirements for heated slabs. 5-Heated slab F-factors shall be determined specifically for heated slabs.Unheated slab F-factors shall not be used. 6-Non-residential CMU walls may be eligible to use Table C402.1.2 U-factor if all provisions stated in applicable footnote are met.Refer to Footnote D in Table C402.1.2 or Footnote C in Table C402.2 for eligibility requirements. 7-Root wall or floor assemblies required to have continuous insulation may be eligible for alternate continuous insulation R-values if all End of Envelope Requirements Summary Component • • • Zones • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 2013 Project Address Belfair St. Commercial & Professional Building Date 01/08/2014 Occupancy Group 0 Commercial 0 Group R For Building Department Use Change in occupancy or space conditioning 0 Note-Proposed UA may exceed Target UA by 10%per C101.4.4 and C101.4.5 Fenestration Area as%gross above-grade wall area 20.3% Max.Target: 30.0% Skylight Area as%gross roof area 0.0% Max.Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV-SUM Notes: 1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2. U-factors shall come from Appendix A, Chapter C303, or calculated per approved method as specified in C402.1.2. Building Component Proposed UA Target UA Provide source of U-factor,page/plan#of assembly detail&ID U-factor x Area(A) =UA(U x A) U-factor x Area(A)= UA(U x A) Y R=30 ID:NREC Tbl Al02.1, Rigid Roof Insulation 0.032 6898 220.7 0.034 6898 234.5 R= ID: Above Deck Insulation U-0.034 0 R= ID: w a R= ID: 0.031 m R= ID: Metal Building U-0.031 R= ID: TR� R ID: 0.021 ID: Single raft,attic,other U-0.021 ID: R= ID: 0.055 R= ID: Steel/metal frame U-0.055 a� R= ID: 0 o R= ID: 0.052 Q 00 R= ID: Metal Building U-0.052 w R= ID: R=21 ID:NREC Prescriptive Default 2x6 Int w/R21 0.054 6513 351.7 0.054 6513 351.7 o R= ID: Wood Frame, other U-0.054 CT o a 3: R= ID: O R= ID: 0.104 m R= ID: Mass Wall U-0.104 R= ID: N R=11 ID:NREC Tbl A104.1 Default,7 feet below grade 0.054 172 9.3 0.104 172 17.9 co o 3: R= ID: Assumed to be Mass Wall U-0.104 m m R= ID: (D R= ID: cn R= ID: 0.031 m R= ID: Mass Floor U-0.031 o R= ID: m R= ID:LL 0.029 E R= ID: Joist/Framing U-0.029 m Li R= ID: F-factor x Perimeter =UA(U x A) F-factor x Perimeter= UA(U x A) R=10 ID:NREC Tbl All06.1 Default R-10 2ft vertical 0.540 280 151.2 0.540 300 162.0 � t R=none ID:NREC Tbl A104.1 Default,7 feet below grade 0.560 20 11.2 Slab-On-Grade U-0.54 C' z) R= ID: 0 R= ID: 0.550 �n M R= ID: Heated Slab-On-Grade U-0.55 = R= ID: *Proposed non-residential CMU walls meeting Table C402.1.2 Area UA Area UA Footnote D requirements can use the target U-value of 0.104 rather Page 1 than Appendix A values. Show footnote requirements in plans. Subtotal 13883 744 13883 766 • • • • • • Zones • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over: Revised Oct 2013 Project Address Belfair St. Commercial & Professional Building Date 01/08/2014 Fenestration Area as%gross above-grade wall area 20.3% Max.Target: 30.0% For Building Department Use Skylight Area as%gross roof area Max.Target: 5.0% Notes: 1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2:Provide NFRC rated U-factor or default U-factor from Appendix A for the fenestration assembly thermal performance(combination of frame and glazing). 3:Fenestration that separates conditioned space from a non-conditioned or semi-conditioned Building Component Proposed UA Target UA Provide source of U-factor,page/plan#of assembly detail&ID U-factor x Area(A) =UA(U x A) U-factor x Area(A)= UA(U x A) N U=0.37 ID:Default Specified Opaque Door 0.370 21 7.8 0.37 21 7.8 c 3 o U= ID: Opaque Swing Doors U-0.37 cn o U= ID: o_ w U= ID: 0.37 6 o U= ID: Opaque rollup&sliding U-0.37 0 U= ID: U= ID: 0.30 U= ID: Non-Metal Frame U-0.30 o U= ID: Z U= ID: U=0.38 ID:Default Specified Storefront Windows 0.38 1538 584.4 0.38 1538 584.4 o U= ID: Metal Frame, Fixed U-0.38 f6 t4 U= ID: d) c 2 U= ID: m L d U= ID: 0.40 U= ID: Metal Frame,Operable U-0.40 (�i Cc � d, U= ID: U= ID: U=0.6 ID:Default Specified Door U-Value 0.60 126 75.6 0.60 126 75.6 T U= ID: Metal Entrance Door U-0.60 U= ID: U= ID: U= ID: 0.50 L T U= ID: All types U-0.50 T Y U= ID: U) Q U= ID: Area UA Area UA Page 2 Subtotal 1685 668 1685 668 To comply: Page 1 Subtotal 13883 744 13883 766 1)Proposed Total UA shall not exceed Target Total UA. 2)Proposed Total Area shall equal Target Total Area. Total 15568 1412 15568 1434 Component Performance Compliance (UA) UA COMPLIES CalculationZones • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 2013 Project Address Belfair St. Commercial & Professional Building Date 01/08/2014 0 20.3% Max.Target: 30% For Building Department Use Fenestration Area as /o gross above-grade wall area 9 Skylight Area as%gross roof area Max.Target: 5% Vertical Fenestration Alternates: None Selected on ENV-SUM Notes: 1-Proposed vertical fenestration and skylight areas entered in ENV-SHGC must match proposed fenestration areas in ENV-UA. 2-If Target Area Adjustment is required per ENV-UA, then target areas will be automatically adjusted in ENV-SHGC. Refer to Target Area Adjustments worksheet for this calculation. 3- Provide NFRC rated SHGC or default from Table C303.1.3(3)for fenestration assembly SHGC. 4-Fenestration that separates conditioned space from a non-conditioned or semi-conditioned Skylights Proposed SHGC Target SHGC Provide source of SHGC, page/plan#of assembly detail&ID SHGC x Area(A) =SHGC x SHGC x Area(A)= SHGC x A ID: 0.35 ID: SHGC 0.35 ID: ID: ID: Totals Totals All Non-North Vertical Fenestration+ Proposed SHGC Target SHGC++ Provide source of SHGC,page/plan#of assembly PF SHGC* x Area(A)=SHGC x A PF SHGC x Area(A)= SHGC x A detail&ID Category ID:Specified window SHGC for Storefront Windows 0 0.40 1538 615 PF<0.2 0.40 #NAME? ID:Spedified window SHGC for Entry Doors 0 0.40 126 50 0.2:5PF<0.5 0.48 #NAME? ID: 0 PF?0.5 0.64 #NAME? ID: 0 ++If projection factor(PF)credits are ID: 0 applied to the proposed design, Target ID: 0 SHGC will sum fenestration area by PF ID: 0 category. ID: 0 ID: 0 ID: 0 +If projection factor credit is applied, then vertical Totals 1664.0 665.6 Totals #NAME? fenestration must be entered in the correct table according to orientation. If credit is not applied then all vertical fenestration can be entered in either table. *Note: Fenestration that separates conditioned space from a non-conditioned or semi-conditioned space shall be listed North Vertical Fenestration+ Proposed SHGC Target SHGC++ Provide source of SHGC, page/plan#of assembly PF SHGC* x Area(A)=SHGC x A PF SHGC x Area(A)= SHGC x A detail&ID Category ID: 0 PF<0.2 0.40 #NAME? ID: 0 0.2<_PF<0.5 0.44 #NAME? ID: 0 PF z 0.5 0.48 #NAME? ID: 0 ++If projection factor(PF)credits are applied ID: 0 to the proposed design, Target SHGC will ID: 0 sum fenestration area by PF category. ID: 0 North Total #NAME? Area SHGC x A Area SHGC x A To comply, the Proposed total SHGC x A for all fenestration Grand Grand (vertical&skylights)shall not exceed the Tarqet total SHGC x A. Total 1664.0 665.6 Total #NAME? TargetVertical Fenestration Area Adjustment If vertical fenestration area exceeds maximum allowed per Section C402.3.1, then Target Area Adjustment of all applica required. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV- shown in this worksheet is for reference only and is write-protected. Submit this Target Area Adiustment form with ENV- VF = Vertical fenestration NW= Net above grade wall (excludes fenestra DR= Opaque doors Gross Exterior Above-Grade Wall Area= VF AG = Above-grade Proposed Areas Vertical Fenestration -> VF= 1664 . 0 Opaque­INW= 6513 . 0 DR= 21 . 0 Gross Exterior Max Vert. Fen. % Maximum Target AG Wall Area (C402.3.1) Vert. Fen. Area 8198 . 0 X 30 . 0% - 100 = 24-99. 4 I otal Vertical Delta Vertical Excess Vertic; Fenestration Maximum Target Fenestration 0 Fenestration 1664 . O - 2459. 4 = -795 . 4 :0� greater = -795 . 4 Total Vertical Excess Vertical Target Vertical Total Vertical Fenestration Fenestration Fenestration Fenestration Target VF Multil 1664 . 0 - = 1664 . 0 - 1664 . 0 = 1 . 00 Net AG Wall Area Excess Fenestration Target Net Wall Area Net Wall Target Net Wall h 6513 . 0 + = 6513 . 0 6513 . 0 = 1 . 00 UA Adjustments Vertical Fenestration Proposed Area Target VF Mult. Target Are; Non-metal frame X = Metal frame, fixed 1538 . 0 X 1 . 00 = 1538 . 0 Metal frame, operable X = Metal frame, entrance door 126 . 0 X 1 . 00 = 126. 0 Above-grade Wall Proposed Area Target Net Wall Mult. Target Are; Steel Frame X = Metal Building = Wood/Other frame 6513 . 0 X 1 . 00 = 6513. 0 Mass X = Sum of Proposed 83.77 . O Sum of Target 8177 . 0 SHGC x A Adjustments Non-North Vertical Fenestration Proposed Area Target VF Mult. Target Are; PF < 0.2 #NAME? X #NAME? _ #NAME? 0.2 5 PF < 0.5 #NAME? X #NAME? _ #NAME? PF >_0.5 #NAME? X #NAME? _ #NAME> North Vertical Fenestration PF < 0.2 #NAME? X #NAME? _ #NAME? 0.2 s PF< 0.5 #NAME? X #NAME? _ #NAME? PF>_ 0.5 #NAME? X #NAME? _ #NAME? SkylightTargetAdjustment • ns If skylight area exceeds maximum allowed per Section C402.3.1, then Target Area Adjustment of all applicable envelope f worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC workshef ininr/rchnat is fnr rcfaronnn nn/i and is fc- —t--tart lz-hmit fhic -r m t drna drliiictmcnf fn— FA/1/-1/d and FAl1/_Cl SKY= Sk li ht NR- Net roof excludes skylight) Gross Exterior Roof Proposed Areas Skylight(Horizontal Fenestration)-> SKY= Opaque Roof -> NR= 6898. O Gross Exterior Max Skylight % Maximum Skylight Roof Area (C402.3.1) Fenestration Area 68913 X 5 . 0% — 100 = 344 . 9 Total Skylight Area Maximum Target Delta Skylight Area 0 Excess Skyligt 344 . 9 = —344 . 9 jj greater = —344 . 9 Total Skylight Area Excess Skylight Target Skylight Area Total Skylight Area Target SL Multipli Net Roof Area Excess Skylight Target Net Roof Area Net Roof Target Net Roof Mu 6898 . 0 + = 6898 . 0 — 6898. 0 = 1 . 00 UA and SHGC x A Adjustments Skylight Proposed Area Target SL Mult. Target Area All F X I Roof Proposed Area Target Net Wall Mult. Target Area Insulation Above Deck 6898 . 0 X 1 . 00 = 6898 . 0 Metal Building X Attic/All Others X = Sum of Proposed 6898 . O Sum of Target 6898. 0 r' 1, then Target Area Adjustment of all applicable envelope elements is )dates target areas in the ENV-UA and ENV-SHGC worksheets. Information this Target Area Adiustment form with ENV-UA and ENV-SHGC forms. N = Net above qrade wall (excludes fenestration and doors.) •oss Exterior Above-Grade Wall Area= VF + NW+ DR R= 21 . 0 Maximum Target Vert. Fen. Area 2459 . 4 0 Excess Vertical Fenestration :C� greater —7 9 5 . 4 iwumpuer appneo to arr Total Vertical Proposed Vertical Fenestration Target VF Multiplier Fenestration Areas to calculate Target Vertical 3.664 . 0 = 1 . 66 Fenestration Area Net Wall Target Net Wall Mult. Multiplier applied to all 6513 . O = 1 . 00 Proposed Opaque Above- Grade Wall Areas to calculate Target Above- Target VF Mult. Target Area K K 1 . 00 = 1538 . 0 K K 1 . 00 = 126.0 Target areas in shaded Target Net Wall Mult. Target Area boxes are applied to K target areas on ENV-UA — K 1 . 00 = 6513. 0 K — Sum of target above- Sum of Target 8177 . 0 grade wall and vertical fenestration areas are calculated to equal the ciim of nrnnn car/ Target VF Mult. Target Area K #NAME? _ #NAME? K #NAME? _ #NAME? K #NAME? _ #NAM ? SHGC target areas in shaded boxes are applied to target areas on K #NAME? _ #NAME? ENV-SHGC K #NAME? _ #NAME? K #NAME? _ #NAME? NREC COMPLIANCE-2014 ROOF INSULATION: R-25 BATTS-2 LAYERS OR R-30 RIGID INSULATION ABOVE DECK WALL INSULATION: R-21 BATT INSULATION IN ABOVE GRADE WALLS R-11 BATT INSULATION IN BELOW GRADE WALLS PERIMETER INSULATION: R-10 RIGID INSULATION W/THERMAL BREAK AROUND PERIMETER-GROUND LEVEL ONLY BASEMENT FLOOR RIGID PERIMETER INSULATION IS NOT REQUIRED OPAQUE DOORS: U=0.37 METAL ENTRY DOORS: U=0.60 SHGC=0.40 VT=0.44 OR GREATER METAL STOREFRONT WINDOWS: U=0.38 SHGC=0.40 VT=0.44 OR GREATER AIR LEAKAGE: CONTINUOUS AIR BARRIER PROVIDED PER NREC SECTION C402.4.1.1. BUILDING SHALL BE TESTED AFTER COMPLETION PER SECTION C402.4.1.2.3 AND THE TEST REPORT SUBMITTED TO THE OWNER AND AHJ. PROVIDE FOLLOWUP INSPECTION AND CORRECTIVE ACTIONS TAKEN IF LEAKAGE EXCEEDS PRESCRIBED CRITERIA WITH A FOLLOWUP REPORT SUBMITTED TO THE BUILDING OWNER AND AHJ. OUTDOOR AIR INTAKES&EXHAUSTS: PROVISIONS FOR THE PROVIDING DAMPERS ON ALL STAIRWAY AND SHAFT VENTS, OUTDOOR SUPPLY AIR INTAKES,EXHAUST OPENINGS,RELIEF OPENINGS AND RETURN AIR DAMPERS SHALL COMPLYWITH THE PROVISIONS OF NREC SECTIONS 402.5.1 AND 402.4.5.2. COMPLIANCE SHALL BE PROVIDED UNDER A SEPARATE TENANT IMPROVEMENT MECHANICAL PERMIT. ` 7 stalls 62'-0" -- r �_:�_u.�.�__ - 5 stalls 62'-0" Stair 92 do f F Stair 92 Suite 103 Tenant 200 E Basement storage 6,400 sf. Peninsula Community Suite 102 Health Services Gross area including 4_j common area = 6,460 sf. sue. 16 stalls Net lease area 6,000 ct Suite 101 Lobby 6 obby L; Stair #1 E � Stair #1 Suite 100 Existing Commercial Center Kitsap Credit Union 2,400 sf. Tenant 201 j 1,050 sf, Para-transit drop-off North First Floor 7,800 sf. New two story Retail/ edieal/Offiee Second Floor 7,800 sf. Scale 1"=20'-0" Scale 1"=20'-0"