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Peterson Clinic Structural Calculations - COM Engineering / Geo-Tech Reports - 8/6/2002
08/07/2002 06:26 FAX 2066260541 Hewitt Architects U 002 C FACSIMILE Pages(including cover)_ 12 Date: August 6, 2002 ]Hard Copy to Follow 1119 Pine Street,Sklite OO To: Company:Seattle,WA Fax: ' Michael Grohs Mason County Building Dept- 360 427 7798 .. iFax ' ' '541 From: Doug Hofius Project; Petersen Clinic ARCH ITECTURE Project#_ 01037 Ul(bAN DESIGN Enclosures: Xerox copies of Wash.St_ Building Code, UBC Handbook, Structural calculations ' S C AComments: Michael, Enclosed you will find the following items you requested on the phone this afternoon. 1. UBC Section 709 regarding parapets,which states that noncombustible faces shall be required adjacent to roofs, (which means they are not required on the outside,where they are not adjacent to roofs_) 2. Excerpt from UBC Handbook describing this section and its intent. 3. Page 3 of 36 from structural calculations by Norm Olson, describing miscellaneous loading for mechanical and electrical. Please call if you have any further questions CC: Company. Fax: Brian Petersen (360)275 9695 U8/U7/2002 06:26 FAX 2066260541 Hewitt Architects 1?1003 4 OPENINGS 1N STORY ABOVE AND WITHIN 5 FEET LATERALLY APPROVED VERTICAL : 1; FLAME BARRIER' : fii 30 IN- 36 IN. MIN, MIN. FLOOR Fl_ooR 1 APPROVED FLAME BARRIER" 1 OPENING5 IN STORY BELOW A!` BARRIERS NOT LESS THAN THREE-FOUR?HS HOUR HATED.FLAME BARRIERS NOT REQUIRED IN SPRINKLERED BUILDINGS OR IN BUILDINGS THREE IN OR LESS IN HEIGHT. t I For Sr:1 inch 25.4 min,1 foot=304.8 MIn. FLAME 1ARRIERS FIGURE 709-5 +5.., (Cnxi[xreedfrom page 124) whero rotcctiott of openings in the exterior wall would be rr quired However, in no case shall the he of the parapet t a building so that the protection provided by the Parapet will not p See Figure 709-7 for an illustr; be necessary- less than 30 inches(762 tnm). , The final cxcoption makes a provision for one-hour hre- tion of this latter requirement- S Pa t d resistive exterior walls that are constructed similar to area thing 709E Nonsylnm During aye,, ration walls to terminate at thelunersrside 0with an altcrRate to the use Cade or so,various Anuf�ctt>rers o erxof A l panels thO asma deck or slab.This provides des g ufacturets of pre-engineered buildings and others have propos of parapets while recognizing that these walls provide adequateprotection of the structure and its occupants as well as providing exterior wall construction that is nonsymmetrical as far as its f ,1 resistance is concerned.The concept is to provide lesser Prot, n f consistency with Section 504.E for area separation walls- See tion on the exterior surface than on the interior surface of the L Figure 709-6. Richard Bletzacker in In addition to having the. also requires that the face of the cares that there may be merit todthesc proposals 4 Idowever, quired for the wall, the d ,I I t and establishes gollor, parapet that faces the roof be- of none fie�3ble h[be travel- in Table7 B that exner. this hwalls have tile same fire endora, ;1 the upper 18 Inches(45 min).Thus,a S cc�walls s $1 l ing along the roof and reaching the parapet will not be able to rating from either side.Therefore, this section makes spec continue upward along the face of the parapet and over the top the'intcnt Of the lJBC,Which is that nonsymm tl�� c a nearby adjacent building.The reason the require- be tested from theme sides, be the f and the �e-resistive atiiDg assig ,, and expos of the parapet obtained went only applies to the upper 18 inches(457 min) P Ile and allows for extending the roof covering up the base of the to the assembly. +I parapet so that it can be effectively flashed•The 18-inch(457 '109.6 Through Penetration. The subject of penetraoffn mm)figure is based on a parapet height of 30 i u�hemen s )_ file-resistive walls and partitions has troubled building ision As stated in the code,the 30-inch(762 min)req ntersect. for years.The Uniform Building Code has had p sured from the point where the roof surface a wall ll found t. such penetrations since the 1979 edition.In a farther ahem '11tis would also agree with the Pile is installed adjacent to clarify the problem of penetrations, the 1991 edition spy Section would also ogre re.,when a cricket be taken subject into two sections, "Through Penetration" and dimension would the 30-inch(762 min) brave PeneUcations" 1 r the parapet,e[, cxnb P P from the top of the cricket. y Through penetrations(penetrations through bath m In those cases where the roof slopes upward away from the are required to be fire-stopped with an uittll l•, 1 in .. „ through-penetration firestopping material comp h f re-res _ parapet and slopes greater than 2 units vertical in 12 units hori- of a wall) q zontal (16.7% sloge�), the parapet is required to extend to the through-p g portion of the roof that is within the distance Standard 7-5 when the penetration is through 4U'S same height as any P .t tla 126 U.$. G. rs �i.r u,, 08/07/2002 06:26 FAX 2066260541 Hewitt Architects U 004 709.2 1997 U.'$IFORM BUILDING CODE 709.7 709,2 Combustible Members. Combustible members framed 53 Openings in the roof shall not be located wii� (15245 feet(15 mm)of the one-hour fire-resistive ex[criar will for Groups into a wall shall be protected at their ends by not less than one half R and U Occupancics and 10 feet(3048 mm)for all other the required fire-tesistive thiftess of such wall_ occupancies. 7093 Exterior Walls. 5A The entire building shall be provided with not less than a Class B roofing assembly. 7093.1 Extension through attics and concealed spaces. In 709.4.2 Construction. Parapets shall have the same degree of fire-resistive exterior wall construction, the fire-resistive rating fire resistance rcgtdred for the wall upon which they are erected, shall be maintained for such walls passing through attic areas or and on any side adiacent to a roof sir ace,shall have noncombus- other areas containing concealed spaces. tible faces for the uppermost 18 inches(457 min),including coun- 7093.2 Vertical fire spread at exterior walls. terflashing and coping materials.The height of the parapet shall not be less than 30 inches(762 mm)above the point where the roof 709.3.2.1 General. The provisions of this section are intended surface and the wall intersect Where the roof slopes toward a par- to restrict the passage of smoke, flame and hot gases from one par- apet at slopes greater than 2 units vertical tit 12 units horizontal floor to another at exterior walls.See Section 710 for floor pone- (16.7%slope),the parapet shall extend to the same height as any trations. portion of the roof that is within the distance where protection of wall openings would be required,but in no case shall the height be 7093.2.2 Interior. when fire-resistive floor or floor-ceiling as- less than 30 inches(762 mm). semblies are required,voids created at the intersection of the exte- 7095 Nonsymmetrical wall Construction. Walls and parti- rior wall assemblies and such floor assemblies shall be sealed with dons of nonsymmetrical construction shall be tested with both an approved material. Such material shall be securely installed faces exposed to the furnace,and the assigned fire-resistive rating and capable of preventing the passage of flame and hot gases suflt- will be the sbortcst duration obtained from the two tests conducted cient to ignite cotton waste when subjected to UBC Standard 7-1 in conformance with UBC Standard 7-1.When evidence is fur- time-temperature fire conditions under a minimum positive pros- . Dished to show that the wall was tested with the least fire-resistive sure differential of 0.01 inch of water eoluutri(2.5 Pa)for the time side exposed to the furnace,subject to acceptamce of the building period at least equal to the fire-resistance rating of the floor assam- official,the wall_nced not be subjected to tests from the apposite bly_ side_ 709.3.2.3 Exterior. When openings in an exterior wall are above 709.6 Through Penetrations. and within 5 feet(1524 mm)laterally of an opening in the story below,such openings shall be separated by an approved flame bar- 709.6.1 General,Through penetrations of the fire-resistive walls rier extending 30 inches(762 min)beyond the exterior wall in the shall comply with Section 709.6.2 or 709.6.3. plane of the floor or by approved vertical flame barriers not less EXCEPTION:Where the penetrating items are steel,ferrous or than 3 feet(914 mm)high measured vertically above the top of the copper pipes or steel conduits,the annular space shall be permitted to lower opening.Flame barriers shall have a fim resistance of not be protected as follow$_. less than three-fourths hour. 1.In concrete or masonry walls where the penetrating items arc a maximum 6-inch(152 min)nominal diameter and the opening is a EXCIEPVONS: 1.Flame barriers are not required in buildings maximum 144 square inches(92 903 mmz)concrete,grout or mortar equipped with an approved automatic sprinkler system throughout_ shall be permitted when installed the full thickness of the wall or the 2.This action$hall not apply to buildings of three Stories or less in thickmess required to maintain the fire rating,or height 2.The material used to J511 the annular space shall prevent the pa¢- ' 3.Flame barriers are not required on Group S,Division 4 Occupan- sage of flame and but gases sufficient to ignite cotton waste when sub- cies jected to UBC Standard 7-1 time-temperance fire conditions under a minimum positive pressure differential of 0.01 inch of water column 709.4 Parapets. (2.5 Fa)at the location of the penetration i;or the time period equivalent to the fire rating of the construction penetrated 709.4.1 General. Parapets shall be provided on all exterior walls 709.6.2 lire-rated assembly.Penetrations shall be installed as of buildings_ tested in the approved UBC Standard 7-1 rated assembly. EXCEPTION: A,parapet need not be provided on an exterior wall when any of the following condition exist 709.63 penetration firestop system.Penetrations shall be pro- w_The wall is not required to be of firc-resuttve constmction. tested by an approved penetration firestop system installed as 2-The wall,due to location on property line,may have unprotected tested in accordance with UBC Standard 7-5 and shall bave an openings_ F hating of not less than the required rating of the wall penetrated. 3.The building has au area of not more than 1,000 square feet(93 709.7 Membrane Penetrations.Membrane penetrations of the m2)on any floor. fire-resistive walls shall comply with Section 709.6. 4_Walls that terminate at roofs of not ices than rwo-baur fire-rem- EXCFIMONS: 1. Steel electrical boxes that da not exceed tivo construction or roofs constructed entirely of noncombustible ma- 16 square inches(10 323 mm�)in area,provided that the area of such terials. openings does not exceed 100 square inches for any 100 square feat S.One-hour fire-<existivc exterior walls may terminate at the under- (694 u1m2/m2)of wall area outlet boxes on opposite sides of the wall side of the roof sheathing,deck or slab,providod: shall be separated by a horizontal-distance of not leas than 24 inches 5.1 Wbere the roof-ceiling fxamiutg elements are parallel to the (610 mm).Membrane penetrations for electrical outlet boxes of any wails,such framing and elements supporting such framing material are permitted,provided that such boxes are tested for use in Shall not be of less than one-hoar fire-rcaistive construction fire-resistive assomblies and installed in accordance with the tested far a width of 5 feet(1524 min)measured from the interior assembly- side of rbe wall for Groups R and U Occupancies and 10 feet 2..The annular space created by the penetration of a fins sprinkler (3048 ram)for all other occupancies. shall be permitted to be unprotecred,pmvided such space is covered by ' 51 Where roof-tailing framing elements are not parallel to the a metal escutcheon plate. wall,the entire ttpaa of such framing and elements support- Noncombustible pcne[rating items shall not be connected to ing such framing shall not be of lcsa than one-hour fnre- resistive construction. combustible materials on both sides of the membrane unless it can 1 71 07/26/2002 12:02 FAX. 2066260541 Hewitt Architects 0002 pages(including cover): 12 FACSIMILE QHard Copy to Follow Date: Friday, July 26,2002 Company: Fax. • , , To: 3604277798 • ' Michael Grohs Mason County Building Dept. ' • 6 2 6.0 5 il I From: Doug Hofius Project Petersen clinic Project#: 01037 URBANDESION Enclosures: corrections requested DS CAPE Comments: Michael. Enclosed you will find the following items you requested on the phone yesterday: UL Listing and details for rated indoor wall UL Listing and detail for rated exterior wall UL Listing and detail for through-wall Penetrations Plan revision showing ladder and roof hatch. Detail of ladder and roof hatch Detail of parapet with metal facing at top Plumbing schematic layout. CC: Company: Fax: 07/26/2002 12:02 FAX 2066260541 Hewitt Architects _ 0003 ANeE VIRECTORY FIRE RESISTANt9 DIRECTORY(BXRH) ago Fire Resislartae Ratings-ANSIML 263(MV)-Continued pound.As sn almraate,noun 3/32-im thI&-Vpsm•venter plaster may be app to the entire surface of CLasdHed veneer baueboard..lolm reut- 3.•Wallboard,Gypsum"— 5/8 i£4dt wallboard paper or vinyl surfaced, i with beveled,square,or tapered edg-es,applied either hddzon ''1y or verti- cally.Walloatd nailed 7Jm OCAth 64 a, a -coated nails 1-7/8 in.long 0.0915 in shank diam and 1/4 tm diam heads.Whim used m.Vadthe of outer than 48 in.,wallboard is to Se insaned horiMntady,Tot&alternate ucetbod of attachment of gypmtmb6atds,refer W Item 6,WI and Pattifm •Fadngs•andAcoessotiest i .. ,• - .. :AMBRICAN OWSIM CO..' Ca AGX-I,AG—2,AGX3(tint- ish min) CAN TAN GYPSUM COMPANYType-AR(finish rating 26 >«),Type C(finish rating 26 mini),Type FCV AfliaWrating 26 ' min),Type IP-Xl.(fiWsh,nMg 2A+tsiiis 3ype INCZ(finish rat. ing W min), =-(finish ratingM. mane),aype Sl••D((finish ' Typerathmngg mi¢ti WRC(ftntslurating•26 min))Type WRX (firti4li.26 tatnctg d6 nIn),.TypeERX-(finish ratmg 20mat). ; _ ;CELOM CORP�Type 1,Type(f xdrhrating 20 mire),Type A(finish rating 21 vt ),Type B-(finish rating 20 adrt),Type C �T�I OF, rA�'f MCW CO A ffidsh rNITIIaNTL GYPSUM COMPANY- •Tjpe CG11•(finish — raHni;20 mint-'Type fG2(finish rating 20 min),Td5e CG3 — — - -- ( rating 20,irdn),Type M.3:9(find rating 20 min),Type MrS%(figiBli-nift 26 MIM)I,Type CG5.5'(J3nish ratirig 26 min), Type CC-1-6(finish raHr�26 min)r CG-3W,CGti+4t1.(finish T)r�20 mist Igpes CG,9WS,CG� g 20 ) (finish rating 23 min), ,e C�(i'nsi ratinr,2b, �), CG Z CGT6 6 Ur mating 23 min),Type CG9-9 eh irathng' ),Tyne CGr64(finish rating 23 min Type MW-C(finish rating 20 mmh G-P GYPSUM CORP,SUS OF - GEORGIA-PACIFCC CORD Type 5 finish rating 26 min),Type 6(finish rating.min),Type 9(finish rating 26 ntittb e C j (finish ratting 26 min),Type DGG(frdsh rat- 20 min) We GPF51(finish ratirng 20 znin) ype CPFS2(imnaln rating 20 min), TYpe GPM6(finish rating 26-mi4 JAMB E ARDIE GYPSUM INC Pau X(finish rating 26 min), MW'C"_'Type DDN1(Iiiiish rating 20 min),1ype DDD( (finish rating 20 n iin),•Type.BG-G LAFARGE GYPBUM,.Drv.OF , LAEARGE CORP—Type 1sGFC2r(fituah.mtigg 20 mitt),Type LGFC3(finish rating 20 min),Type LGFC6(&Wish rating 26 min),Type LGFC-C(finichYating 20 min),Type.LGFC6A(finish rating 34 mink Type LGFC2A-•. . ' NFA1?0NAL GYPSUM•CO.-- FSK(finish ratist�20 min) ISK-G(finish rating 20 Mint FSW(finish rating 20 unit), Type FSW 2(finish rating 24 min),Tjpe.%W3(finish rating 20 min)or�e.FSW-G(finish rating 20 min), NATION GYPSUM CO—Type FR or WIL NORGIPS A/S—NORMW X(fifilsh-zating 26imin). PAHCO GYPSUM DIY OF • 4's•• PACIFIC COAST BUILDING PRODUCI'S'INC=Types C,PG-2 (finish rating 20 ml4 P03(finish rating 2Z ntin),Tykes PG3W,.PGSW(finish rating 20 m;n),.Type PG4(fanah rating ,20-xr nj Tvpe F"(finish rati'sig 23 mIn),:TypemPG-3W5, PGSm(firdsh raft 20 min),Types I'G5;PG-9(finish rating REFR-MLIC GYPSUM.00 -!I WRG-L(fmishnati 20 min), RCr2 finish 20 min "RG3. Irsthg Type• ( rating ),' (futirl"i inning 20 De&lgn No. U305 nd4 Type,RG'I(�►sating 26 mm), Type RG-6(finish rating Bearing WhU Ruing—L HR. 21)mini or T RGC Finish Rating—See Cteme 3 and 6.• STAND YPSUM L L C—Type SGC(finislt rating 20 rrnin), I600-C--� ism QC. -+{ N. \" i 3 b 2X4's fimdopped 1. Nailhe{da—Exposed or coveted with joint eamppooudd. - 2 Joints—Fsxposed or covered with fiber tape attdjoint compmnd,excceeppt where required for specific edge configuration.For tapered,rounded-edge wallboard,Joints covered with joint compound or Bber tape and Joint rnm. LOOK FOR THE UL 14ARK-ON PRODUCT 07/26/2002 12:02 FAX. 2066260541 Hewitt Architects 0004 -AIRCE DIRECTORY FIFIF.RESISTANCE DIRECTORY(enti) Fire Resistance Ratings-ANSI/UL 2,63 (BXUV)—Continued -Bearing ffic UL Classification MBrIdDE Design No. J344 Bearing Wan Rating—1 Hr- Finish Rating—26 Min. 5 5 .. ........... 1. Wood Stud. Nom 2 by 4 in.spaced 24 irl,M laterally braced'and effea. lively fire stopped at top and bottom. Structural Panel Sheathing— Nom 15132 in.thick,4 ft wide I wood Rated Shm oriented stKand board(05B) thing 32116.Exposure 1,PlYWOOd Of dimenuion of per PSI,M or AFA Standard PRP-108.hmt9led with 11 "-TVA;> Ofplywood, 0% sheet(strength wds)Of face . . i parallel w, studs,Vertiod -V• T 5;FL�ojp--. jolnts centered on studs,MrslilgIgied one St,d space from alb 140firont.,joilft backed with nonva by 4 in-wood backing.AtW39d jointE. a - ils to stud., ,exterior side of WaU with 6d canffit It &r ofed steel box n PM& ,,paced 12 in.oc along interior studs and 6 sin.OC at pitim' 3. Batts and 13L=kete— 3-1/2 in.fl-dil foil-EACed 0ass fiber batty.supplied - in lolls 2s in.wide.Veltstty to be nom 0.70 pcf.Placed in stud cavity and I stapies spaced nom 12 in.0C secured to studs with 5/6 in,long st"" Classified Companies. See Batts and Blankets`(BZ1Z)mtegory for names of Clas lied hofi7ontafl3r or V91' 4. wallboard,Gyps,--'— 518 in.trick,4 ft wide,ape fically.Attached to studs,through plywoodsheaaAnt with Bd cement coated nails 7._3 18 sin.long,0.113 in,shank di.0 9/32 in.diam head nails spaced 7 in,OC along studs and at perimeter of panels.When used in widths ad= than 48 in, be installed is to horizontally_joints exposed or cov- ered with CANr ta and compound. SCX MN GYPSUM COMPANY—Type Alt, ,C.IF-X2v 59)C,WR(:,FRX or WRX- NATIONAL GYPSUMCO rpe PIZ or WIL UNITED STATES GYPSUM Co—Types AR,C,FFX 1p-X2,WRc,SCX,514X or WRX- MO PANAMMUCANO S,A DE C V—TYPC All C,IP-n SCX Ski),WRC or WRX 5. wallboard,Gypsum'— 518 in.ffiW 4 ft wide applied h0dwntak Of Yet- ticaUy.Attached to studs or blocking at 7 in.OC with 6d cement coated nails,1-7/8 in.long,0.0915 hL shank diam.and 114 in.diam heads.When used in widths other than 48 in.,wallboard to be installed horizoAtallF j ts exposed or covered with tape and conipqmd. oin CANADIAN GYPSUM COMPANY—Type Add Q FR)�IP-XI, 1p-XZ,SCX or WRX UNnIM STATES GYPSUM CO—Type AR,G RRX,FAX-G, JP.Xl,INX2,SCX of WRX yESO pANAMERRICANO 5 A Dig C V—Type A%�C,IF-X11 Ip-n SCX or WRX ,Bearing the UL Classification Marking BARK ON PRODUCT 07/26/2002 12:02 FAX 2066260541 Hewitt Architects 1@005 WCE DIRECTORY FIRE REsisTANCE DIRECTORY(BXRH) Through Penetration pirestop Systems QG0Z7-Continued System No.W-L-1001 (Formerly sysh=No.147) F Ratings—1,2,3 and 4 Ifi(See Items 2 and 3) T Ratings—0,1,2,3,and 4 Hr(See Item 3) L Rating At Ambient less than i CFI&sq it L Rating At 400 F—less than I CFM/aq a rrA _ 1A 3 3 t 1B _ SECTION A—A _-- 1. Wall Asaeoibly— The 1,2,3 or 4 hr Bre•rated gypsum wallboard/stud -- wall assembly shall be constructed of the materials and7a the manner desmbed in the individual USW or U400 Series Wall or Partition Designs in the UL File Resistance Directory and shall include the following conatrudim featmes A Studs— wall framing mayy consist of either wood studs(max 2 It fire rated assemblies)or steel ritannel studs.Wood studs to consist of mm 2 by 4 in.lumber spaced 36 in.OC with nom 2 by 4 in.lumber end plates and cross braces Steel studs to be min 3-5/8 in.wide by 1-3/8 in.deep channels spaced max 24 in.OC. S. Wallboard,Gypsum'— Nom 1/2 or 518 Wn thick,4 f dtic wide t square or tapered edges.The srmh wallboard type+ ber of layers,fastener type ands eet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resis- tance Directory.Max diam of opening is 13.1/2 in. 2. Pipe or Conduit— Nom 12 in diam(or smaller)Schedule 10(or heavies) steel pipe,nom 12 in.diam(or smaller)service weight(or heavier)cast lmn soil pipe,nom 12 in.diarn(or smaller)Class'50(or heavier)ductile iron pressure pipe,nom 6 in.diam(or smaller)steel conduit,nosm4n diam(Or smaller)steel electrical metallic tubing nom 6 in.diam( ll )Type L or(or heavier)copper tubing or nom 1 in.diam(or smaller)fbdble steel conduit.Whew supper pipe is used,max F Rating of&estop system chest 3)is Y h.Steel pipes or Conduits larger than nom 4 in_diam may only be used in walla constructed using steel channel atuds.A max of one pipe Of conduit is permitted in the firestop system.Pipe or conduit to be iustalled near center of stud cavity width and to be rigidly supported an both Bides of wall osBembly. a 3. Fill,Vold yor Cavity Masteerial•—Caulk— Caulk till material instaUFd to coMaF board and with fill anemia 1!4 in-diam Wbetween ad ofocaulk applied r conduit andt perimeter of pipe or conduit at its egress from the wall.Caulk installed syuunehically 0 I m is both sides of wall assembly.The hourly F Rating of the rm es p SM dependent upon the hourly Rue rating of the wall assembly in of their i ff installed,as shown in the following table.The hourly T Rating estop gstem is dependent upon the type or size of the pipe or conduit and the hourly fie rating of the wall assembly in which it is installed,as aw laced below: T pnualar F 1 cusidu �S Ra� fir 8 8 Dtamhh. In. Ift Ohlor2 i Oto3/16 1or2 3ar4 I 1/4toll2 3or4 0 4 Otol-1/2 lor2 U 6 1/4to112 30r4 p 12 3116to318 1or2 +When copper pipe is used,T Rating is 0 b. MIN is MINING 8c MFG CO--Cp 25WB+. +Bearing the UL Classification Marking 07/26/2002 12:03 FAX. 2066260541 Hewitt Architects _ 0 006 I 1 ' l 1 oo I 2'-1 Y2" 25 -5Y277 1 o,_4Y2„ I I - 1 E AD LINED LADDER AND ROOF ATCH ALLS 13 5- " p 121 20 ,24F ,1 1 �RF�1R I RESMDov I' I RWu 1 123 I 122 2" MIN � J X-my DaRtc j \ 119 116 j IgFlt R11. ElEC1Rl0 RM. j -- --�- /— 121 _ 120 _ — --- CLM 11 X ^3/4" WOOD COLUM I i � IEADIpFR/NRG I - 111 T 11 1 LEADED VIEWING SHIELD ,>Naelr s�Af£ w OFFICE 2 124 � 110 11 'i UN 1 HOUR OCCUPANCY 1os SELING I �I SEPARATI0 - Subject Rout Hatch HEWITT project Name: PETERSEN CLINIC Project No: 01037 ARCHITECTS 1 Scale: 1/8+=V-01I Ref Drawing A2.1 119 Prom Shed 101-Suite 41513 00 Attached TO: Drown By: WDH i title,WA 9i� Phan.206-624.0I S4 Drawing No. SK 1 Date" 7/26/02 Fax 206.626.0541 All rights reserved.Materiel may not be used without Penr"siw Uam FfewfttAFd*ect3' i 07/26/2002 12:03 FAX. 2066260541 Hewitt Architects _ _ 191007 1 SPRING LATCH W/ INSIDE OUTSIDE HAP AUTOMATIC HOLD _ OPEN ARM AND COVER RELEASE z— 48"x48" OPENING FIBER CANT a 0 SLOPE Y4" 0 PER FT. - a �f 0 1 FLASHING ; LADDER WITH EXTENDING SAFETY BAR ' i o � l door-2 EITT �'� o C Project No: 01037 j Name; CUN ARCHITECTS J Ref Drawing A2.1 Scale: 119 Pe,e Skeel Suite AM Drawn By: WDH Seattle, SA 9d101-1513 Attached To: Phone 206.624.6154 Drawing No. SK-2 Date, 7/26/02 1 Fax 206.626.05�41 1 A W°Lhlnplon°umlmu[a.pomllan Ail rights reserved.Material may not be used vv out permission from Hewitt Arthhect9. • i 07/26/2002 12:03 FAX 2066260541 Hewitt Architects IQ008 , b jpROVID q�24 G � fVIT FACING !AT TOP r �INSIbEuCEx''"MOUNT-•WITH" CONTINUOUS ;SET.BELOW_COPING AT LIP-4AT; `z TOP. 0 I - PARAPET C NQ STR ClJ LON- N ROUGH CUT CEDAR PLYWOOD, ( ) LAYERS ASPHALT SATURATED FELT, 2 1/2" PLYWOOD, 54" GYP SHEATHING, 5 1/2" WOOD STUDS, 5/8" GYP SHEATHING, EXTERIOR GRADE PLYWOOD ROOF DRAIN RING ROOF MEMBR N CL EPI N SUBMERGOEDND PAN OVERFLOW DRAIN- INSTALL i SIMILAR TO STD. ROOF DRAIN WITH INLET 2" ABOVE INLET TO STD. ROOF DRAIN AIR H EW I TT Subject: Parapet De PEfERSEN tail CONIC Project No: 01037 A R C H I T E C T S Project Name: Scale: 1120=1'-0` Ref Drawing A5•1 Drawn Sy: WDH 119 RmoSheef,5ui1e400 S,,fl,,WA 98101.1513 Attached TO: Date: 7/26102 Phono 206.624.8154 Drawing No. SK-3 Fax 206.626.05L1 AW.-hi 9go,.BWl CorWallb A11 rigtd5 reserved.Material may not be used wittwut perrrrssion icort��m�*�' 07/2642002 12:03 FAX 2066260541 Hewitt Architects — 1@009 �. N -----N �rrntin/..n tat O •� .� D U_ O I d 0 -o x A" � m w O { lfN�1N of 1 w �• � ti - i�' F n t 3� P 2001 Washington State Nonresidential Energy Code Coinpliance,Form ,Envelope • 2001 Washington Stale Nonresidential Energy Code Compliance Forms First Edition,June 2001 Project Info Project Address xxx old Belfair Highway Date 6/4/2002 Belfair WA For Building Department Use Applicant Name: Dr. Brian Petersen Applicant Address: P.O. Box 370 Belfair WA ' Applicant Phone: 360 275 9727 Project Description ❑✓ New Building ❑Addition ❑Alteration I Change of Use n ❑✓ Prescriptive ❑ Component Performance ❑ ENVSTD 2.1 ❑Systems Com llance Option Anal p p (See Decision Flowchart(over)for qualifications) (4.0 not acceptable) ysis it 'i Electric resistance a All other Spac1.e Heat Type O O (see over for definitions) ' Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-,'I. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls maybe included in the (vertical&overhd), divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. - X 100 = O Yes Check.here if using this option and'if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option O no Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying assembly below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0,25 Roofs Over Attic 30.0 If project qualifies for Concrete/Masonry Option, list walls 9.0 Btu/ft2-oF below(other walls must meet All Other Roofs 21.0 with HC z Opaque Wall requirements). Use descriptions and values Opaque Walls' '11.0 from Table 20-5b in the Code. Below Grade Walls N/A Wall Description U-factor Floors Over Unconditioned Space N/'A (including insulation R-value&position) Slabs-on-Grade 10.0 Radiant Floors Maximum LI-factors Opaque Doors 0:600 Vertical Glazing 0.750 Overhead Glazing 1.400 Maximum SHGC(or SC) Vertical/Overhead Glazing Semi-heated space z Minimum Insulation R-values Roofs Over Semi-Heated Spaces2 1.Assemblies with metal framing must comply with overall U-factors 2. Refer to Section 1310 for qualifications and requirements Notes: fi 2001 Washington State Nonresidential Energy Code Compliance''Form Envelope • • 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition,June 20Q1 De'dsion Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for.Prescriptive Option If not,either the Component Performance or Systems Analysis Options must be used. 1302;Space Heat Type:For the purpose of determining building envelope Electric Resistance:Space heating systems which use electric resistance requirements,the following two categories comprise all space healing types: CSTART elements as the primary healing system including baseboard,radiant,and Othei:All other space healing systems including gas,solid fuel,oil,and -.__ _ forced air units where the total electric resistance heal capacity exceeds 1 0 propane space healing systems and those systems listed in the exception to W/fl'of the gross conditioned floor area. Exception:Heat pumps and electric resistance. (continued at right) terminal electric resistance healing in variable air volume distribution systems Electric No Resistance -- - -- - .... --- Yes--- ----- - Heal?; All walls R-1 Masonrywall Masonrywall 'All walls R-19 -No criteria OK? ----------Yes Yes----- - criteria OK? No- insulation? insulation? (below) (below) Yea Yes No No, <40% I �5% <20% I <20% Glazing? No No Glazing? Glazing? ---Ne--- -----No-- Glazing? Yes Yes Yas Yes 1 I All Insulating Installed? All Insulating Installed? All Insulating Installed? All Insulating Installed? 'Opaque Wall R-11 Opaque Wall R-11 Metal Framed Wall U-0.062 Metal Framed Wall U-0.062 Below Grd Wall text R-10 Masonry Wall lint) U-0.19 Other Opaque Wall R-19 Other Opaque Wall R-19 Below Grd Wall loth) R-11 Masonry Wall(other) U-0.25 Masonry Wall(int) U-0.19 Below Grd Wall(exl) R-10 �Roof.Over Attic R-3Q Below Grd Wall(ext) R-10 Masonry Wall(other) U-0.25 Below Grd Wall(oth) R-19 Ali Olher'Roof R-21 Below Grd Wall loth), R-11 Below Grd Wall(exl) R-10 Roof Over Attic R-38 .Raised Floor R-19 Roof Over Attic R-30 Below Grd Wall(oth) R-19 All Other Roof R-30 Slab-On-Grade R-10 All Other Roof .. R-21. .Roof.Over Attic R-38 Raised Floor R30 Radiant Floor R-10 Raised Floor R-19 All Other Roof, R-30 Slab-On-Grade R-10 Opaque Door U 0.60 Slab-On-Grade, R-10 Raised Floor R-30 Radiant Floor R-10 := ------•------------ Radiant Floor ., .R-10 Slab-On-Grade R-10 Opaque Door U0.60_ Glazing Criteria Met? Opaque Door U-0.60 Radiant Floor R-10 Glazing Criteria Mel? Glazing Vert OH Glazing Criteria Mel? Opaque Door__ U-0.60 -- -------- Area% UVal UVal SHGC -'------'--- Glazin Criteria Met? Glazing Vert OH 0.15% 0.90 1.45 1.00 Glazing Vert OH _ g Area% UVal UVal SFIGC 15-20% 0.75 1.40 1.00 Area% UVal I.Val SHGC Glazing Vert OH 0-20% -0.40 0.80 -1.00 20-30% 0.65 1.30 0.65 0-10% 0.90 1.45 1.00 Area% UVal UVal SHGC 3040% 0.60 1.30 0.45 10-15%' 0.75 1.40 1.00 i3-20% 0.40 0.80 1.00 15-20% 0.65 1.30 0.80 20-25% 0.60 1.30 0.65 No No Yes Yes No No ------ = Prescriptive Path Allowed -' --- -- ---- -- Component Performance -- or IF Systems Analysis Required Concrete/Masonry Option* Wall Heat Capacity (HC) *If the area weighted heat Assembly Description Assy.Tag HC" Area(sf) HC x Area capacity(HC)of: the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "`For framed walls,assume HC=1.0 unless calculations are provided;for all other walls,use Totals Section 1009. Area weighted HC:divide total of(HC x area)by,Total Area 2001 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary 2001 Washington Stale Nonresidential Energy Code Compliance Forms 'i June 2001-KJM Project Info Project Address xxx old eel£air Highway Date 6/5/2002 Helfair WA ' For Building Dept, Use i I ,r Applicant Name: Dr. Brian Petersen Applicant Address: Po Box 370 Helfair WA 98528 Applicant Phone:. 360 275 a727 . Project Description Briefly describe mechanical system type and features. ❑Includes Plans Include documentation requiring compliance with commissioning requirements,Section 1416. *Simple System 0 Complex System O Systems Analysis Compliance Option (See Decision Flowchart(over)for qualifications.Use separate MECH-SUM for simple&complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required.inforrriation below. c Cooling Equipment Schedule Equip. Capacity OSA CFM SEER ID Brand Name' Model No.' Btu/h Total CFM or Econo? o'EER IPLV3 Location AC-5 Trane YCC036F3LOB 35.400 - 1260 280 Roof AC-'6 Trane YCCo42F3MOH 42000 1400 320 i., Roof Heating Equipment Schedule Equip. CapacityZ OSA cfm iD Brand'Name' Model No.' Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficienc " AC-5 Trane YCC036F3LOB 40000 1200 280 Roof AC-6 Trane YCCO42F3MOE 60000 1400 320 Roof Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Controls Location of Service EF1, Nutone LS-100 100 Restroom EF2' Nutone LS-100 100 Staff Restroom EF3 Nutone LS-100 100 Dark Room 'lf'available. 2 As tested according to Table 14-1, 14-2 or 14-3. 3 If required. COP,HSPF,Combustion Efficiency,or AFUE,as applicable. 5 Flow control types:variable air volume(VAV),constant volume(CV),or variable speed(VS). �t i j l ' I . f 2002 11:18 *FAX 2066260541 Hewitt Architects 1@002 2001 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG-SUN] 2001 Weshinglan Slate Naw:identlel 8neWCoda Comptenoe Farrm Jwm 2001-KJM Project Info Project Address Adarea2 not eetatdiattea Date 7/30/2002 Old AalYair HighwayFor Building Department Use He18air, Wh Applicant Name: Da¢g x0frinm Applicant Address: 1].8 pine at. anite 400, Seattle, Mh 95101-1513 Applicant Phone: (206) 624-else Project Description [A Now Building ❑ Addition ❑ Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Prescriptive Qi Lighting Power Allowance p Systems Analysis (See Quallfication Checklist(over).Indicate Prescriptive&LPA spares dearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (chock appropriate box) ❑Less than 60%of the fixtures are new,and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage(Interior) Location Allowed (floor/room no.) Occupancy Description Watts e2r fl' Area in fe Allowed x Area rsaoa i ossscEe 1.20 1411.0 103.2 MAN soon 2e soar tWELZRO-FOOMMTE 5 1.38 997.0 1375.9 Opasee& su 103, 106, 110, 111 w/ 11'-0• 1.24 402.0 498.5 In-_ AM 111-6- d2XL%W-r0oxemaz 5 1.24 256.0 317.4 From Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed Watts 3885-0 Notes: 1.Use manufacturefs listed maximum input wattage. For hard-wired ballasts only,the default table in the NREC Technical Reference Manual may also be used 2.Include exit lights unless less than 5 watts per fixture, Proposed Lighting Wattage(Interiibt)st all fixtures.For exempt lighting.not exception and leave watts/Fixture blank. Location Number of Watts/ Watts (floodroom no.) Fixture Description Fixtures Fixture Prop06ed FLOOR 1 VI-BE zaam 2 35.0 70.0 r2-sse18sw MMD 5 28.0 140.0 s3.-naRx ROOM LScw 1 50.0 50.0 sd-sEaEsa&D Dssscm=o=L 6 28.0 160.0 ra_sas�aCE y� � 5 28.0 140.0 r6-Tn= 6 50.0 300.0 x7-21a tt>xss= Im uDRa=E= 2 51.0 102.0 se-rLUORESCEW PENna •r 8 56.0 448.0 s9-va►m Noom ZD rxaasssc=r 4 36.0 144.0 Flo-waLL 2MV14M FLVOx1E13cF= 2 54.0 100.0 r11-P=[OL= MMOB»scti9r 10 54.0 540.0 P11-amup FLUORE^SCM 2 31.0 62.0 113-ymLL MOUNTED YtCMPXWM 10 66.0 660.0 wi.m hOUMED =em=eEcr 6 142.0 852.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 37 54.o Maximum Allowed C.i tin Wattage (Exterior) Allowed Watts Area in fe Allowed Watts Location Description per R?or per if (or if for perimeter) x fe(or x 1f) Covered Parking R.A. 0.2 W/fe (standard paint) Covered Parking R� 0.3 Wife (reflective paint) 07/30/2002 11:18 FA% 2066260541 Hewitt Architects U 003 2001 Washington Sty Nonresidential Energy Cede Compliance Form Open Parking a.a. Q2 W/tt� 0utdoorAro rxonrr. sTM aW R�LOT M= S.F.-MrUzzw) 0.2Me 8169.0 1633.8 Bldg.(by facade) 025 Whf Bidg (by Perim) 7.5 W/ff 415.0 3112.5 Note:for bullding exterior,choose either the facade area or the perimeter method,but not both) Total Allowed Watts 4746.3 use mtgr listed maximum input wattage.I-or toRuree With nani-vn . Proposed Lighting Wattage(Exterior) the default table in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Fixture Description FucWres FDdure Proposed sz5-s�dra Zxv=oa a'B:L=suer= 8 75.0 600.0 r16-novas mersaxoR vTSLSTS 60� 4 210.0 840.0 rig-Rica rxassvRE ROD= 3 173.0 519.0 119-NMTQTOR 9®LL pmMrlE 3 75.0 225.0 rig-Rrm=01t 16 50.0 800.0 r2L_Z&%W oR s.x.D. 15 95.0 1425.0 r22-CKSIERMOR sit RXCEB= 41 20.0 80.0 Total Proposed Watts may not exceed Total Allowed Watts for Exledor Total Proposed watts 4489.0 07/30/2002 11:18 FA% 2066260541 Hewitt Architects 121 004 ~ 2001 Washington State Nonresidential Energy Code Compliance Form Lighting Summary (back) LTG-SUM 2001 Wasnlnvn Srsle NonrasldonG PneW Codo cemdlBnce rums .ka,e 2001-Kim r escriptive Spaces Occupancy- Q warehouses,storage areas or aircraft storage hangers ©Other ualification Checklist Lighting Fixtures: ❑ Check here if al least 95%of fudures In the space meet all four crbda:te:0 occupancy*pe is Other"and facture swer Is checked,the number of fodures In 1.Fixtures are fluorescent,non-tensed,with only one at two lamps,and the apace i3 not Ilmhad by Code. Clearly Indicate these spaces an plena. If not 2.Lamps are T-1,T-2,T-4,T-5,-r-6.T-8 3.Lamps are 5-50 Watts,and quallfle 1.do t,PA calculations. 4,Ballasts are electronic ballasts 5.Exit lights<5 watts/fixture 6.Screw-In compact fluorescent fixtures do not qualify TABLE 15-1 Unit Lichting Power Allowance LPA use LPA Use' LPA / M PaInting,wele in ,carpentry.machine shops 2.3 Police and fire stations 1.5 Berber shops,beauty shops 2.0 Atria striums 1-0 Hotel banquat/confrerericelexhibltlon hall 2.0 Assembly spaces,auditoriums,gymnasia'.heaters 1.0 Laboratories 2.0 Gmu R-1 common areas 1.0 Aircraft repair han ars 1.5 Process plants 1.0 Cafeterias,fast food establishments 1.5 Restaurantstbars 1.0 Factories workshops,handling areas 1.5 Locker and/or shower facilltles 0-8 Gas stations,auto repair sho 1.5 Warehouses ,storage areas 0.5 institutions 1.5 Aircraft story a hangars 0,4 Libraries 1.5 Relail ,retail banking 1.5 Nursing homes and hotellmotel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores(pallet rack shelving) 1.5 Mall concourses i A Plans Submitted for Common Areas ant Schools buildings(Group E occupancy only), 1.35 Main floor building lobbles (except mail 1.2 school classrooms day care centers concourses Laundries 1.3 Common areas,corridors,toilet facilities and 0.8 washrooms,elevator lobbies Office buildings,office/administrative areas In 1.2 facilities of other use types(including but not limited to schools hospitals,institutions,museums,banks, churches)'''" Footnotes for Table 15-1 1) In cases In which a general use and a specific use are listed,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 perfoot of telling 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 assembly. 5) Watts per square foot of room may be Increased by two percent per fool of ceiling height above nine feet. 6) Includes pump area under canopy. 7) In cases in which a lighting plan is submitted for only a portion of a floor,a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.130 watts per square foot shall be used for the common areas,which may include elevator space,lobby area and rest rooms.Common areas,as herein defined do not include mall concourses. a) Fa the fire engine room,the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating,the Unit Lighting Power Allowance for the court area Is 2.6 wade per square foot. 10) Display window illumination installed within 2 feet of the window,lighting for free-standing display where the lighting moves with the display,and building showcase illumination where the lighting Is enclosed within the showcase are exempt. An additional 1.5%0 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 ceiling itself(not on the wall). b) adjustable in both the horizontal and vertical axes(vertical axis only is acceptable for fluorescent and otherfodures with two points of track attachment). c) fitted with tungsten halogen,fluorescent;or high intensity discharge tamps. This additional lighting power is allowed only if the lighting is actually Installed. 11) Provided that a floor 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. L 0 0 Q LIGHTING LEGEND �. Fg WALL MOUNTED VANITY—(1)•36W N Q F1 'DECORATIVE PENDANT-35W INCANDESCENT FLUORESCENT LAMPS #VLC 117 BY �I LIGHTOLIER 4046261 W/ 40421 SHADE LIGHTWAY INDUSTRIES, QFZ RECESSED FLOOD-0) 28W 2 COMPACT INDIRECT WALL FIXTURE—(1)' T5 54W FLUORESCENT — MODE BY COOPER LTG. FLUORESCENT !-AMP #SK-54—WH BY F10 LIGHTOLIER OF3 L —5 AR LB CT/INDIRECT PENDANT FIXTURE—(2) T5 RECESSED DIRECTIONAL-28W 2D COMP. FO 28 UORESCENT LAMPS SF SERIES BY G F FLUOR. LIGHSOLIER C6AW SERIES IER Lo �� U TY RE CENT IXTURE—(1) 32W o I •F5 SURFACE MOUNTED CEILING LIGHT—(1) 28W F1 2 AMP SS SERIFS BY COOPER LTG. W/ 0.5 CF 2D—LAMP SL SERIES BY THOMAS. m 3 _ P A ELECT. B LLAST of N MF=6=5 #8201 /8248 BY LIGHToLIER I IRECT LIGHT ON MONO POINT—(2) rE�ECT. SS LU C — 2 2W —�]F13 T36W HIGH OUTPUT CF LAMPS 828D E13 o I EE. .#GO5-60 BY LIGHTOLIER W/ 1 SERIES LIGH IER RO BALLAST HALIDE INDIRECT LIGHT—(I) 100W Fl M I _ L. P GUTH SH5 OR SH6 SERIES o ® PENDANT MOUNTED BYFLUORESLIGHTOL ER T5 o 2aW LAMPS # N QF15 SINGLE EXTERIOR UTILITY SOCKET W/ o HOOD-75W HALOGEN SEAGULL 9313-12 � s - 0 m 0 o d N ti DUAL EXTERIOR UTILITY SOCKET W/ ® ILLUMINATED EXIT SIGN �F16 HOODS-75W HALOGEN EACH (2) SEAGULL 9313-12 SERIES EMERGENCY LIGHT PACK EXTERIOR METAL HALIDE -(1) 175W LAMP F14 11IF1 S WL SERIES BY COOPER LTG. NOTE : -QF19 EXTERIOR BULKHEAD LIGHT-(1) 75W "A" 1 ALL FLUORESCENT FIXTURES, LAMP 11237 SERIES BY SEA GULL COMPACT AND STRAIGHT TUBE, SHALL HAVE o . ELECTRONIC BALLASTS, - 0 F20 LAMP 109312 N SERIES BYI SEAGULL GHT30, 50W 2 ALL AREAS WITH WINDOWS o SHALL BE SEPARATELY -*F21 EXTERIOR H.I.D. WIDE BEAM- 1 75 MH SWITCHED FROM GENERA LAMP- CSE 10 HF BY LIGHTOL E AREA LIGHTING, SUCH AREAS INCLUDE ROOMS 100, 101, _o.F22 EXTERIOR SEMI RECESSEE�)4 107, 108, 113, AND 114. I BEGA #2114 N � I N I L'J EXHAUST FAN 0 til0 2001 Washington State Nonresidential Energy Code Compliance Form Envelope • 2001 Washington Slate Nonresidential Energy Code Compliance Forms i First Edition,June 2001 Project Info Project Address XXX Old Belfair Highway Date 6/4/2002 Belfair WA For Building Department Use Applicant Name: Dr.' Brian Petersen 9 Applicant Address: P.O. Box 370 Belfair WA Applicant Phone: 360 275 e727 , Pro1j,ect Description Q New Building ❑Addition ❑ Alteration ❑Change of Use 0 Analysis Prescriptive ❑ Component Performance ❑ ENVSTD 2.1 ❑Systems Com lia`nce Option p p (See Decision Flowchart(over)for qualifications) (4.0 not acceptable) Anal Y Space Heat Type Q Electric resistance All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to X 1 00 the level.required for opaque walls. Check here if using this option and if project meets all requirements for the Concrete/Masonry D,yes Option. See Decision Flowchart(over)for qualifications: Enter requirements for each qualifying Concrete/Masonry Option no Q assembly below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior'-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic 30.0 If project qualifies for Concrete/Masonry Option, list walls All Other Roofs 21.0 with HC>_9.0 Btu/ft2•°F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls' '11.0 from Table 20-5b in the Code. Below'Grade Walls N/A Wall Description U-factor Floors Over Unconditioned Space N/A (including insulation R-value&position) Slabs-on-Grade 10.0 Radiant Floors Maximum U-factors Opaque Doors 0.600 Vertical Glazing 0.750 Overhead Glazing 1.400 Maximum SHGC(or SC) Vertical/Overhead Glazing Semi-heated space Minimum Insulation R-values Roofs Over Semi-Heated SpaceS2 1.Assemblies with metal framing must comply with overall U-factors 2. Refer to Section 1310 for qualifications and requirements .Notes:. t - 2001 Washington State Nonresidential Energy Code Compliance Form Envelope • • 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition,June 2001 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not,either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type:For the purpose of determining building envelope Electric Resistance:Space heating systems which use electric resistance requirements,the following two categories comprise all space healing types: START elements as the primary healing system including baseboard,radiant,and Other:All other space heating systems including gas,solid fuel,oil,and .._-. -._... forced air units where the total electric resistance heal capacity exceeds 1 0 propane space heating systems and those systems listed in the exception to WlftZ of the gross conditioned';floor area. Exception:Heal pumps and electric resistance. (continued at right) terminal electric resistance heating in variable air volume distribution systems. ` Electric No Resistance --...'-- --._.._ -Yes- -..---._.._._.._._.. .I Heal? All walls R-1 Masonrywall Mason rC all All walls R-19 Insulation? -No criteria OK? ---Yes yes----------- criteria OK? No .insulation? (below) (below) - Yes Yes No No r, <40% <25% <20% <20% Glazing? _. No_.._.._. ---No--- Glazing? Glazing? --__--No- No Glazing? Yes Yes Yes Ye. All,lnsulating Installed? -All Insulating Installed? All Insulating Installed? All Insulating Installed? Opague Wall R-11 Opague Wall R-11 Metal Framed Wall U-0.062 Metal Framed Wall U-0.062 Below Grd Wall(ext) R-10 Masonry Wall lint) U-0.19 Other Opaque Wall R-19 Other Opague Wall R-19 Below Grd Wall loth) R-11 Masonry Wall(other) U-0.25 Masonry Wall(inl) U-0.19 Below Grd Wall(ext) R-10 Roof Over Attic R-30 Below Grd Wall(ext) R-10 Masonry Wall(other) U-0.25, Below Grd Wall(olh) R-19 All Other Roof R-21 Below Grd Wall loth) R-11 Below Grd Wall(ext) R-,10 Roof Over Attic R-38 Raised Floor R-19 Roof Over Attic R-30 Below Grd Wall loth) R-19 All Other Roof R-30 Slab-On-Grade R-10 All Other Roof R-21 Roof Over Attic - 13-38 Raised Floor R30 Radiant Floor R-10 Raised Floor R-19 All Other Roof R-30 Slab-On-Grade R-10 ,Opaque Door U 0.60 Slab-On-Grade R-10 Raised Floor R-30 Radiant Floor R-10 Radiant.Floor R-10 Slab-On-Grade R-10 Opaque Door __ U 0.60 Glazing Criteria Met? Opaque Door U-0.60 Radiant Floor - R-10 Glazing Criteria Met? Glazing. Vert OH - Glazing Criteria Met? Opaque Door U-0.60 -------- ---- OH Area%. UVal UVal SHGC - - -- GlazingCriteria Met? a; Glazing Vert IV 0=15% 0.90 1.45 1.00 Glazing Vert OH .____ _-_____._...- Area% 0.40UVa UV0 SHGC 15-20% 0.75 1.40 1.00 Area% UV at UVal SHGC Glazing Vert OH 0-20% _0.40 0.80 1_OD 20-30% 0.65 1.30 0.65 0-10% 0.90 1.45 I.00 Area% UV61' UVal SHGC 30-40% 0.60 1.30 0.45- 10-15% 0.75 1.40 1.00 0-20% 0.40 0.80 1.00 15-2 % 0.65 1.30 20-25 W5 ).80 __FT_ % 0.60 1.30 0.65 No No Yes Yes No NO I _ _ Prescriptive Path Allowed Component Performance or Systems Analysis.Required Concrete/Masonr Option* Wall Heat Capacity(HC) *If the area weighted heat Assembly Description Assy.Tag HC" Area(sf) HC x Area capacity(HC)of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC=1.0 unless. calculations are provided;for all other walls,use Totals Section 1009. ,r Area weighted HC:divide total of(HC x area)by Total Area 2001 Washington State Nonresidential Energy Code Compliance Form 2001,Washington State Nonresidential Energy Code Compliance Forms _ _ June 2001-KJM ProjectInfo Project Address xxx old Belfair Highway. Date 6/5/2002 Belfair WA For Building Dept.Use Applicant Name:' Dr. Brian Petersen Applicant Address: PO Box 370 Belfair WA 98528 , Applicant Phone: 360. 275 8727 Project Description Briefly describe mechanical system type and features. ❑Includes Plans Include documentation requiring compliance with commissioning requirements,Section 1416. 0 Simple System O Complex System O Systems Analysis Compliance Option (See Decision Flowchart(over)for qualifications.Use separate MECH-SUM for simple&complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below. Cooling Equipment Schedule Equip. Capacity OSA CFM SEER ID Brand Name' Model No.' Btu/h Total CFM or Econo? or EER IPLV3 Location AC-5 Trane YCC036F3LOB 35400 1200 2.80 _ Roof AC 6 Trane YCCO42F3MOB 42.000 1400 320 Roof Heating Equipment Schedule Equip. Capacity2 OSA cfm ID Brand Name' Model No.' Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficiency' AC-'5 Trane YCC036F3LOB 40000 1200 280 Roof AC-6 Trane YCCO42F3MOB 60000 1400 320 Roof Fan Equipment Schedule Equip. ID Brand Name' Model No" CFM SP' HP/BHP FlowjControls Location of Service EF15, Nutone LS-100 100 Restroom . EF2 Nutone - LS-100 - 100 Staff Restroom EF3. Nutone. LS-100 100 Dark Room 'If available. 2 As tested according to Table 14-1, 14-2 or 14-3. 3 If required. "COP,HSPF,Combustion Efficiency,or AFUE,as applicable. 5 Flow control types:variable air volume(,VAV),constant volume(CV),or variable speed(VS). 2001 Washington State Nonresidential Energy.Code Compliance�6rm Lighting Summary LTG-S 2001,Washington State Nonresidential Energy Code Compliance Forms June 2001 Project Info Project Address Address not established Date 6/6/2002 .i Old Belfair Highway For Building Department Use ., Belfair,' WA 1 Applicant Name: Dr. Brian Petersen i Applicant Address: Po Box 370 Belfair WA 98528 Applicant Phone: (360) 275 8727 Project Description 21 New Building ❑ Addition ❑ Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. O Prescriptive, Qs Lighting Power Allowance Q Systems Analysis Compliance Option (See Qualification Checklist(over). Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to,the lighting (check appropriate box) ❑ Less than 60%of the fixtures are new,and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor/room no.) Occupancy Description Watts per ft2" Area in ft2 Allowed x Area FLOOR 1 OFFICES 1.20 1411.0 1693.2 WORK ROOM 18 FOOT CEILING-FOOTNOTE 5 1.38 ' 997.0 1375.9 OFFICES RM 105, 106, 110, Ill W1 11'-V CEILING-FOOTNOTE 5 1.24 402.0 498.5 WAITING AREA 11'-6" CEILING-FOOTNOTE 5 1.24 256.01 317.4 "From Table 15-1 (over)-document all exceptions on form.LTG-LPA Total Allowed Watts 3885.0 Nodes: 1.Use manufacturer's listed maximum input wattage. For hard-wired ballasts only,the default table in the NREC Technical Reference Manual may also be used 2.Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interio4st all fixtures.For exempt lighting,not exception and leave Watts/Fixture blank. Location- Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed FLOOR 1 Fl-PENDANT 2 35.0 70.0 F2-RECESSED FLOOD 5 56.0 280.0 F3-DARK ROOM LIGHT 1 50.0 5 0.0 F4-RECESSED DIRECTIONAL - 6 50.0 300.0 F5-SURFACE MOUNTED 5 60.0 300.0 F6-TRACK 2 75.0 150.0 F7-2X4 RECESSED FLOORRESCENT t 2 1 64.0 128.0 F8-FLUORESCENT PENDANT 8 56.0 448.0 F9-WALL MOUNTED FLUORESCENT- 4 36.0 144.0 I' F10-WALL MOUNTED FLUORESCENT 2 54.0 108.0 Fll-PENDANT FLUORESCENT 10 54.0 540.0 F12-STRIP FLUORESCENT 2 32.0 64.0 F13-WALL MOUNTED INDIRECT 10 70.0 700.0 F14-H.I.D. WALL MOUNTED INDIRECT 6 100.0 600.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3882.0 Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft2 Allowed Watts Location', Description per ft2 or per If (or If for perimeter) x ft2(or x If) Covered Parking N.A. 0.2 W/ft2 (standard paint) Covered Parking N.A. 0.3 W/ft2 (reflective paint) 2001 Washington State Nonresidential Energy Code Compliance Form Open Parking N.A. 0.2 W/ft2 i Outdoor Areas FRONT, SIDE AND BACK LOT (LOT S.F.-BUILDING) 0.2WIft' 8169.0 1633.8 Bldg.(by facade) 0.25 W/ft2 Bldg.(by Perim) 7.5 Wllf 415.0 3112.5 i Note:for building exterior,choose either the facade'area or the perimeter method,butnot both) Total Allowed Watts 4746.3 Use mtgr listed maximum input wattage.For tigtures with hard-wirea ballasts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Referbce Manual may also be used. Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed L FIS-SINGLE EXTERIOR UTILITY,SOCKET 8 100.0 800.0 F16-DOUBLE EXTERIOR UTILITY SOCKET 4 150.0 600.0 F18-HIGH PRESSURE SODIUM 3 175.0 525.0 F19-EXTERIOR WALL FIXTURE 3 75.0 225.0 F20-EXTERIOR LANDSCAPE LIGHT 16 50.0 800.0 F21-EXTERIOR H.I.D. 15 100.0 1500.0 i F22-EXTERIOR.SEMI RECESSED 4 50.0 200.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 4650.0 i I u s 5 { = 2001 Washington State Nonresidential Energy Code Compliance Form "Lighting 5ummary (back) LTG-SUM 2001 Washington Slate Nonresidential Energy Code Compliance Forms June 2001-KJM Prescriptive Spaces Occupancy: 0 Warehouses,.storage areas or aircraft storage hangers *Other Qualification Checklist Lighting Fixtures: 0 Check here if at least 95%of fixtures in the space meet all four criteria: Note:If occupancy type is"Other"and fixture answer is checked,the number of fixtures in 1.Fixtures are fluorescent,non-lensed,with only one or two lamps,and .the space is not limited by Code. Clearly indicate these spaces on plans. If not 2.Lamps are T-1,T-2,T-4,T-5,T-6,T-8 3.Lamps are 5-50 Watts,and qualified,do LPA Calculations. 4.Ballasts are electronic ballasts 5.Exit lights<5 watts/fixture 6.Screw-in•compact fluorescent fixtures do not qualify TABLE 15-1 Unit Lighting Power Allowance LPA Use LPA Use LPA W/sf W/s Painting,welding,carpentry,machine shops 2.3 Police and fire stations". 1.5 Barber shops,beauty shops 2.0 Atria atriums l 1.0 Hotel banquet/conference/exhibition hall ' 2.0 Assembly spaces ,auditoriums;.gymnasia ,heaters 1.0 Laboratories 2:0 Group R-1 common areas f 1.0 Aircraft repair han ars 1.5 Process /ants 1.0 Cafeterias,fast food establishments 1.5 Restaurants/bars 1.0 Factories,worksho s,handlin areas 1.5 Locker and/or shower facilities r 0.8 Gas stations,auto repair shops 1.5 Warehouses",storage areas 0.5 ' Institutions 1.5 Aircraft storage hangars 0.4 Libraries 1.5 Retail ,retail banking 1.5 Nursing homes and hotel/motel guest rooms. 1.5 Parking garages See Section 1532 Wholesale stores(pallet rack shelving) 1.5 'Mall concourses 1:4 Plans Submitted for Common Areas Onl Schools buildings(Group E occupancy only), 1.35 Main floor building lobbies (except mall 1.2 school classrooms day care centers concourses Laundries 1.3 Common areas,corridors,toilet facilities and 0.8 washrooms,elevator lobbies Office buildings,office/administrative areas in 1.2 facilities of other use types(including but not limited to schools�hospitals,institutions,museums,banks, churches) Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed,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 1, 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 assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. .6) Includes pump area under canopy. 7) In cases in which a lighting plan is submitted for only a portion of a floor,a Unit Lighting Power Alto v ance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas,which may include elevator space,lobby area and rest rooms.Common areas,as herein defined do not include mall concourses. 8) For the fire engine room,the Unit Lighting Power Allowance is 1.0 watts per square foot. ;9) For indoor sport tournament courts with adjacent spectator seating,the Unit Lighting Power Allowance for the court area is 2,6 watts per square foot. 10) .Display window.illumination installed within 2 feet of the window,lighting for.free-standing display where the lighting moves with the display,and building showcase illumination where the lighting•is enclosed within the showcase are exempt. An additional 1.5 w/ft'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 ceiling itself(not on the wall). b) adjustable in both the horizontal and vertical axes(vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with 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 floor 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. 1,