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M-05-0640City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Applicant: Name: Capital Sheet Metal Address: 1218 Carpenter Rd. SE City Lacey Properly Information: Site Address: 1109 Yelm Avenue East Assessor Parcel No. 85810000100 Subdivision: Contractor Information: Name: Capital Sheet Metal Contact: ,Bill Address: 1218 Carpenter Rd. SE City: Lacey Contractor License No: CAPITSM322R3 Expires: 01I17I0817 Project Information: Project: TCCU TI Description of Work: HVAC for approx 340 sf. TI Phone: 491-7450 State: WA Zip 98503 Lot: Phone: 491-7450 Slate: WA Zip: 98503 Business License: Sq. Ft. per Floor: (1st) 340 (2nd) 0 (3rd) 0 Garage D Basement 0 Heat Type (Electric, Gas, Other). OTHER Fees: Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc Mechanical Permit 44.25 0.00 0.00 0.0000 0.0000 TOTAL FEES: 544.25 Applicant's Affadavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also cenify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in atldition, all covenants, easements and restrictions of record. If applying as a contractor, I futher certify that I am currently registered in the to of W "ngton. Signature ~ ~ C Date Firm Permit No: M-05-0640-YL Issue Date: 07N4/2006 (Work must be started within 180 days) Receipt No: 42870 # Sets of Prints: Final ins Date By: City of Yelm Community Development Department Building Division Phone: (380)468.8407 Faz:(380)468-3144 Permit Fees Schedule Pennk No: M-05-0640-YL ...,_ h ~ ~: s.a. ]n n . a .-'~.~~. ~'i''x+~a r. :.. {3~.~wxrafPTy..."irl t~ ~.., Y. .~.:: Name: GpMal Sts»t Mehl Phone: 491-7450 Addrosa: 1218 Carpenter Rd. SE City: Lacsy State: WA Zip 98603 Project• rccu n Description of Work: HVAC for approx 340 s}. TI Sile Address: 1109 Yelm Avenue East Assessor Parcel No. 86810000100 f '~v4.•'w`.. 1i~T~ .4 .~.. ~ - ^ -s - ' v ~ '•~A'u. a .':.i_°a!--, r'.~:;` .. f::ad . •.i; i".'._ hrri Aat Code kem Fee Baas Amt Unit Fee Unit Rate No. Units Un6 Dear Mechanical PennR 032 001-322-10.00 44.25 0.00 0.00 0.0000 0.0000 TOTAL FEES: 541.25 ~ .. - -- ~ ~. ~Te~ CITY OF : ,:> > , ,,; > , ;~ ~ ~YELM ~ RECEIPT No. 4 2 $ ~ (} PQ Boz 479 ®~. Yelm WA 98597 ~ - - '. - ,~ 360-458-8403 - - ~s'r RECEIVED _>,` : ,. ~ t~ .. ~<<~ •*++PORTY POUR DOLLARS & ZS CENTS gEFNO. - - DATE REC. NO. AMOUNT - _ • RECEIVED FROM ~ ~ - eTizeiOS 42878 46.25 CNECS 8705 CAPITAL SHEET METAL ~ . 1218 CARPENTER RD SS BUDGETARY ~ , LACEY MA 965®3 PSRHIT MECHANICAL Received ,fUL l~ 2D06 CITY OF YELM COMM`E'RCIAL BUILDING/PERMIT APPLICATION FORM 90 Project Address: ~~~~ i ~YI7 ~ C. Parcel# Zoning; Current Use: Proposed Use: New Construction Re-Model / Re-Roof /Tenant Improvement Plumbing Mechanical i Fire PrevenUSuppress/Alarm Other Project Project Building Area (sq. ft) Parking Garage .~ 1 s' Floor 3~ 2ntl Floor ~3ftl Floor Building Height Are there any environmentally sensitive areas located on the parcel? If yes, a completed environmental checklist must accompany permit application. 61,}tLOtPIG t~WNERJT~NANT NAIN~: n / ~~ ADDRESS EMAIL CITY C STATE ZIP TELEPHONE ARCHt1'EG1'lE~IG1NEkR LICENSE # ADDRESS EMAIL CITY STATE ZIP TELEPHONE GENERAL;EON'f€i~4G OF2 TELEPHONE 7~0 ~ 07-991't ADDRESS EMAIL CITYS ~'~~ida~ STATE ZIP3t17~ FAX CONTRACTOR'S LICENSE # EXP DATE_CITY LICENSE # PLUMBING CONTRAGTOFt TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE_CITY LICENSE # l~CNAPt{C.i4t~.~ ~ONTf3ACT~R~tI t TELEPHONE ADDRESS I EMAILf'i%)~ I' ('YI1 i CITY f:~A2G~" STATE ZIP FAX CONTRACT R'S LICENSE #c'A,^175//£3aarR3 EXP DATEi-O ITY LICENSE # Copy of City Mitigation documentation (TFC). I hereby certify that the above information Is correct and that the construction on, and the occupancy and the use of the above described property will be in accort~ance with the laws, rules and regulations of the State of Washington and the City of Yelm. ~~~~~~~ ~ 1a-fl~ Applicant's Signature Date Owner (Contractor /Owner's Agent /Contractor's Agent /Tenant (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days 105 Yelm Avenue West (360) 958-3835 PO Box 179 (360) 9583799 FAX Yelm, WA 98597 www.ci.yelm.wo.ua Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Topic Index ~ Contact Info Search Han+e Safety Claims a tMUrance Workplace Rights Trades & Licensfng Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Vey General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License CAPITSM322R3 Licensee Name CAPITAL SHEET MTL WRKS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 342008959 Veri Workers Comp Premium Status Ind. Ins. Account Id Business Type CORPORATION Address 1 PO BOX 3387 Address 2 City LACEY County THURSTON State WA Zip 985093387 Phone 3604917450 Status ACTIVE Specialty 1 AIR HEAT,VENTILATION,EVAPORAT Specialty 2 SHEET METAL Effective Date 12/23/1968 Expiration Date 1/17/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License hops:/Jfortress.wa.gov/lni/bbip/Detail.aspx?License=CAPITSM322R3 7/14/2006 Look Up a Contractor, Electrician or Plumber License Detail Business Owner Information Effective Expiration Name Role Date Date SCHMIDTKE, LARRY E 01/01/1980 SCHMIDTKE, WILLIAM E PRESIDENT 12/23/1968 SCHMIDTKE, ERIN A K SECRETARY 12/23/1968 SCHMIDTKE, CHARLES M TREASURER 12/23/1968 SCHMIDTKE, DEAN VICE W PRESIDENT 12/23/1968 SCHMIDTKE, DIANNE C 01/01/1980 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Band Received Bond Name Number Date Date Date Date Amount Date AMERICAN STATES Until #4 INS CO EX894601 01/16/1998 Cancelled $6,000.00 AMERICAN STATES #3 INS EX894601 01/16/1995 01/16/1998 $6,000.00 OHIO CASUALTY #2 INS CO 2700693 01/16/1989 01/16/1995 $4,000.00 FIDELITY DEPOSIT #1 CO 9265292A 08/06/1983 01/16/1989 Savingslnformation No Matching Information Insurance Information Page 2 of 3 Company Polity Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date NORTH PACIFIC INS #18 CO 012131641 01/16/2006 01/16/2007 $1,000,000.00 01/16/2006 NORTH PACIFIC INS Until #17 CO 009131641 01/16/2003 Cancelled $1,000,000.00 02/28/2003 NORTH Until #16 PACIFIC INS 004131641 01/16/1998 Cancelled NORTH #15 PACIFIC INS 503131641 01/16/1997 01/16/1998 Look Up a Contractor, Electrician or Plumber License Detail Page 3 of 3 NORTH #14 PACIFIC INS 002131641 01/16/1996 01/16/1997 NORTH PACIFIC INS #13 CO 001131641 01/16/1995 01/16/1996 AMERICAN #12 STATES 02000241946 01/16/1994 01/16/1995 AMERICAN #11 STATES 02000241944 01/16/1993 01/16/1994 AMERICAN #10 STATES 02000241943 01/16/1992 01/16/1993 AMERICAN #9 STATES 0200241943 01/16/1991 01/16/1992 AMERICAN STATES INS #8 CO 02000241942 01/16/1990 01/16/1991 AMERICAN #7 STATES 02000241941 01/16/1989 01/16/1990 #6 ROYAL INS 011688 01/16/1988 01/16/1989 #5 ROYAL INS GSP066839 01/16/1988 01/16/1989 FIRE 8 CASUALTY Until #4 CO/CONN BCP886142 01/16/1986 Cancelled FIRE & CAS CO OF Until #3 CONNECTICUT BCP860904 01/16/1986 Cancelled FIRE & CASUALTY CO Until #2 OF CONN BCP8609045AR 01/13/1983 Cancelled NORTH Until #1 PACIFIC CP20081 05/02/1980 Cancelled Summons /Complaints Information No Matching Information Start. a New Search Printer Friendly Version About L&I ~ Find a job at L81 ~ Information en espanol ~ Site Feedback ~ 1-800-547-8367 ~~ Washington State Dept. of Labor and IndusMes. Use of this site is subject to the laws of the state of Washington. Access Agreement ~ GrivaGY and SPCUri[Y statement I Intended use /e%tel'nal content policy ~ Visit dCC255.Wd.gOV Staff only link https://fortress.wa.gov/lni/bbip/Detail.aspx?License=CAPITSM322R3 7/14/2006 07!18/2006 17:29 13608679318 5~/~1RCENT 320 Ronlee Lane NW oympia, wssnhgron sesoz•sza~ Tel 360 667-9264 Fex 360 667-9316 www.sargenlengineers.can Received JUL 1 9 2006 July 18, 2006 Mr. Bill Schmidtke Capital Sheet Metal 1218 Carpenter Road SE P. O. Box 3387 Lacey, WA 98503 RE: Yelm Safeway Heat Pump Project No.: A06177.00 Dear Mr. Schrnidtke: You aze installing a new heat pump on the roof of the Safeway located in Yelm. The heat pump will weigh 357 pounds and will be mounted on top of a glued laminated beam that is at the front of the store. It will be installed in the first cleaz bay between the joists which is approximately eight feet from the end of the beam. The supply and return for the heat pump will be brought through the roof on one side of the glued laminated beam. Our scope of work includes: Check the glued laminated beam to see if it is able to support the additional weight from the heat pump. Make recommendation for the installation of the unit. The joists and other roof framing are not being checked since the cen[er of gravity of the heat pump will be located over the glued laminated beam. The addition of the heat pump will only increase the stresses in the glued laminated beam by at most two percent. The total stresses aze well below the allowable for the beam. The calculations for the check of the beam are attached. The heat pump should have a curb installed below the heat pump. The curb should be able to distribute the weight of the heat pump to the glued laminated beam and span between the joists. At the edge of the opening for the supply and return, I recommend that you install at 2x4 between the wood joists and attach the 2x4 with a Simpson LUS24. The web of the joist will have to be installed with a web stiffener (material matching the web of the joist to build out the thickness to the full width of the beam). This will have to be glued to the joist. SARGENT ENGINEERS PAGE 01 07/18/2006 17:29 13608679318 SARGENT ENGINEERS PAGE 02 r~Ill~r \V~~ Mr. Bill Schmidtke Page 2 July 18, 2006 If you have any other questions regarding this installation, please call. Sincerely, Sargent Engineers, Inc. ~j~ Monte Smith Principal MJS \\Serverl\F§Ics\06FileaW06177.00 SakwayHVACUnit\Itccommend.doc 07/18/2006 17:29 13606679318 SARGENT ENGINEERS ~~~~~ Project: Safeway HVAC Design by: MJS Check by: Subject: Loads Date: 7/18/2006 Page: 1 Loads applied to the beam. Place the unit on the glued laminated beam. Approximately 8 feet from the end. PAGE 03 Contributory span length of the roof is 40 feet on one side of beam and 12 feet on the other side of the b Beam size is 5 1/8 x 32 Joists aze spaced at four feet on center. Roofing is single ply roofmg with insulation under the roofing. Current code is 2003 IBC. Dead load lb 5•- wd1:=0.7.12+2.12+3.212+ 4-~ +1.12 ft ft ft ft µ'dl = 8.15 12 ft Live Load K'll ._ 25 lb ftz Uniform loads on beam 40•ft+12ft Wd] ~= 2 'µ'dl ~'d1=211.9E 40•ft+ 12•ft Wll ~ 2 'e'll Roofing + insulation + plywood + joists + ceiling load Snow load I'll = 650 ft 07/18/2006 17:29 13606679318 ~~ [ ~-~7 SARGENT ENGINEERS Project: Safeway HVAC Design by: MJS Check by: Subject: Loads Date: 7/18/2006 Page: 2 The load for the new mechanical equipment is 357 pounds. PAGE 04 Based on the following Enercalc output, the beam will be just fine. The bending stress only increases b' percent and the sheaz stress increases by 2 percent. Well within the stress limits of the beam. 07/18/2006 17:29 13606679318 5~1RGE11rT SARGENT ENGINEERS Title: Seleway HVAC Additlon Dagnr: MJS Deserlption Scope: PAGE 05 Job # A06177.00 Date: 4:33PM, 18 JUL O6 nee: seoooa use~.xwcminav, ve~s.e.o. i-~=~zcos _ General Timber Beam ., Page 1 Description Main GluLam General Information Cade Ret: 1997/2001 NDS, 2000/20031BC, 2003 NFPA 5000. Base allowables are user donned Section Name 5.125x31.5 Center Span 34.00 ft .....Lu 4.D0 h Beam Width 5.125 in Len Cantilever tt .....Lu 0.00 n Beam Depth 31.500 In Right Cantilever n .....Lu O.DO n Member Type OluLam Douglas Fir, 24F - V4 Fb Bose Allow 2,400.0 psf Load Dur. Factor 1.150 Fv Allow 240.0 psI Beam End Flxity Pin-Pin Fc Allow 650.0 psi E 1,800.0 ksi Full Len th UnHorm Loads Center OL 212.00 #/n LL 650.00 #/n Left Cantllever DL #/n LL #/n Right Cantilever DL #/n LL #/n Beam Dealgn OK Span= 34.OOn, Beam Width = 5.1251n x Depth = 31.SIn, Ends are Pin-Pin Max Stress Ratio 0.751 ; t Maximum Moment 124.6 k-ft Maximum Shear' 1.5 t6.s k Allowable 1es.s k-n Allowable aa.s k Mex. Positive Moment 124.58 k-ft at 17.000 ft Shear. ®Len 14.65 k Mex. NegaWe Moment 0.00 k-n at 34.000 n ®Right 14.65 k Mex ®Lett Support 0.00 k-tt Comber: ®Len O.000In Max 61 Right Support 0.00 k-n ® Center 0.3961n ®Right O.000In Mex. M albw 165.85 Reactions... fb 1,763.57 psi 1v 115.48 psi Len DL 3.60 k Max 14.BSk Fb 2,348.22 psi Fv 276.00 psi R{ght DL 3.60 k Max 14.65 k Deflections Deflectlon •0.2851n -1.079 In Deflection 0.000 In 0.000 In ,,.Location 17.000 ft 17.000 n ...Length/Defl 0.0 0.0 ...Length/Defl 1,538.0 378.25 Right Cannlever... Camber (using 1.5' D.L De11) ... Deflectlon 0.000 In 0.000 in ® Center 0.3981n ...Length/Defl 0.0 0.0 ® Len D.000 In Right 0.000 In Stress Calcs Bending Analysis Ck 20.711 Le 8.237 n Sxx 647.547 in3 Area 161.436 in2 Cv 0.665 Rb 10.690 G 0.963 Max Moment x Re 'd Allowable fb ®Center 124.56 k-n 636.53 in3 2,348.22 psi t$ Lek Suppon 0.00 k-tt 0.00 in3 2,368.20 psi ® Right Suppon 0.00 k-n 0.00 in3 2,388.20 psi Sheer Analysts ~ Len Support ®Rlgh[ Support Design Shear 18.64 k 18.64 k Area Required 67.536 in2 67.536 in2 Fv: Allowable 276.00 psi 276.00 psi Bearing ®Supports Max. Lan Reaction 14.65 k Bearing Length Req'd 4.399 in Max. Right Reaction 14.65 k Beadng Length Req'd 4.399 in 07/18/2006 17:29 13608679318 5,1o11'tGEIVT SARGENT ENGINEERS TRIe : Safeway HVAC Addition Dsgnr: MJS Descrlptlon Scope: PAGE 05 Job 8 A06177.00 Date: 4:33PM, 16 JUL O6 I/ser. KW-060146V. ver 5.8.0. I-0ec 2009 g 1iBV General Timber Beam Pa e 2 r Description M, V, 8 D ®Specltled Locatkms Moment Shear Deflection ® Center Spen location = 0.00 tt 0.00 k-tt 14.65 k 0.0000 in ®Right Cent. Locatlon = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in ~ Left Cent. Location= 0.00 k 0.00 k-k 0.00 k 0.0000 in Sketch & Diagram tt4.be _. - - na n ~,-~fl rI 1 TTT7TT71 f~-rrr~ T7 ~7~1 ~ Tl ~ ~ ~~ r ^n~m a w 7VyVlflll 111 fIf Iff1 11 rf/1f r /i)i1x1~1 I/ ) -,)a]o bz2e -- s1 ez 6).n ~ ~ 31A1 1].46 idb~° I~'~'~ uo Bondi y MO B ~IttB .~ 1 .10 .62 .B3 .36 2 .)e ] .Tr .m 31.1 Onax..1,0)9h Locatbn ffl1 Rmax•14Jx Vm¢, O IM.11.)k awk • 14.E vmm a rl • 14.)k "L' +~ c x Beam hear n21 _ O A - _ . ).]0 4.88 2A1 0.0 a.bz .._ _. -- t.r ib.eb 4 61 . 26 .~ .D 1 .62 m 2 .36 .la 2 .A 3 .SG 31! Uetlec ion Locbtlan fnl Lxellon fal b.n -- - r.za ox o.ee -- o.eo - - _-- o.n ~.B/ o.Aa --- _. _ ___.__ - __ 28 .tN 1 .b .62 1 .G3 .33 .70 2 .1l .30 1 07/18/2006 17:29 13608679318 - ~/~1RRGENT SARGENT ENGINEERS Tkle :Safeway HVAC Addition Dsgnr: MJS DesoripNOn Scope: PAGE 07 Job M A06177.00 Date: 4:32PM, 18 JUL 06 ...... ,M,w. User KW-OSDIE69. Ver S.e 0. 1-Dec-2IX73 General Timber Beam age Description Main GluLam General Information ~ Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. 8ese allowables are user defined r_ or rrr-~ Section Name 5.125x31.5 Center Span 34.00 k ... .Lu 4.00 ft Beam Width 5.125 in Left Cantllever tt .....LU 0.00 tt Beam Depth 31.5001n Rlghl Cantllever tt .....Lu 0.00 k Member Type CIIuLem Douglas Flr, 24F - V4 Fb Base Allow 2,400.0 psi Load Dur. Factor 1.15D Fv Allow 240.0 psi Beam End Fixity Pin-Pin Fc Allow 650.0 psi E 1,800.0 ksi ~ Full Length Uniform Loads _ J Center DL 212.00 #/k LL 650.0 #/k Left Cantlever DL #/fl LL #/k Right Cantllever DL #/k LL #/k Point Loads Live Load Ibs ...distance 8.000 k Ibs Ibs Ibs 0.000 ft 0.000 tt 0.000 tt Ibs Ibs Ibs 0.000 k 0.000 ft 0.000 ft Beam Design OK Span= 34.OOk, Beam Width = 5.1251n x Depth = 31.Sin, Ends are PIn-Pin Max Stress Ratio D.7so : 1 Maximum Moment 12s.o k-n Maximum Shear ` 1.5 1s.o k Allowable 165.9 k-tt Allowable ~.6 k Max. Posltlve Moment 125.99 k-ft et 16.864 k Shear: ®Lett 14.93 k Max. Negative Moment 0.00 k-k at 34.000 k ®Right 14.74 k Max fd Lek Support 0.00 k-tt Camber. ®Lek 0.000In Max ®Right Support 0.00 k-ft ®Center 0.419 in Max. M allow 165.&5 Reactions... ®Right O.000In fb 1,783.84 psi fv 118.00 psi Lett DL 3.66 k Max 14.93 k Fb 2,348.22 psi Fv 276.00 psi Rlghl DL 3.69 k Max 14.74 k Deflections ...Location 16.854 tt ... LengtWDef I 1,462.2 Camber (using 1.5 • D.L. De11) ... ~ Center 0.419In ® Left 0.000 in ®Right 0.000In -1.0921n Deilectlon 17.000 tt ...Length/Defl 373.49 Right Cantllever... Dekectlon ...Length/Defl 0,000 In 0.000 in 0.0 0.0 0.000 in 0.000 In 0.0 0.0 07/18/2006 17:29 13608679318 SARGENT ENGINEERS PAGE 08 SRIRGENT Title : Safeway HVAC Addition Dagnr: MJS Daecrlptlon $COpe: Job p A06177.00 Date: 4:32PM, 16 JUL 06 u~°"`"-°°°'°°9. va, s.e.o. f-o~-zoos General Timber Beam _,_. _ . Page., 2 (c)19I132(xIJ EE&RCAtC Endnawnm s„xw,.o Description Main Glu Stress Calcs Bending Analysts Ck 20.711 Le 8.237 tt Sxx 847.547 in3 Area 161.438 In2 Cv 0.665 Rb 10.890 CI 0.983 Max Moment $xx Re0'd Allowable fb ® Center 125.99 k-tt 643.&1 in3 2,346.22 psi ® Lek Support 0.00 k-ft 0.00 in3 2,388.20 psi ® RlghtSupport 0.00 k-h 0.00 Ina 2,388.20 psi Shear Anarysls ®Lefl Support ®Right Suppon Design Shear 19.05 k 18.77 k Area Required 69.019 in2 67.992 in2 Fv: Allowable 276.00 psi 276.00 psi Bearing Q Supports Mex. Lett Reaction 14.93 k Beadng Length Req'd 4.481 in Mex. Right Reacllon 14.74 k Beadng Length Req'd 4.424 in Query Values M, V,& D ~ SpaeMled Loeetbna Moment Shear De}kiedon ® Center Span Location = 0.00 tt 0.00 k-N 14.93 k 0.0000 (n ®RigM Cant. Location = 0.00 tt 0.00 k-ft 0.00 k 0.0000 In ®Lefl Cant. LocaBOn = 0.00 ft 0.00 k•ft 0.00 k 0.0000 In Sketch & Diagram ~ r 11 1 i t ~ 1 eea4m 9YIf~-IM.Ok~n o~„m..l.onr, RT.o~•14.9Y vmmekrt. i4.w Frt~w • luk vmaxon-14.n Locann rnl t~ Beam hear LRCatbn (at i3.N R.or r.ne <.ar ~s9 90 a.ee ~r.al nar 4.ea .R .fm Id s2 _ .R3 3! 2 .m z ..n m ~, Lxatbn fn)