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BLD-05-0287 \r~lf@}tl@1jfr21~@j@\@ill@1@i@1@ti~~J@f@ll@! crN Of '(ELM - BUILDING DEPA.R"TMEN"T "Temporary CER"TIFICA."TE OF OCCUPA.NC'( Bui\dinQ AddresS ~06~5 Ba\d Hill Road fire Zone Occupanc'1 Group Use Zone i'1pe of construction ~ C-~ \I-B ~ ~ ~ Plan Number owner Name owner Address RemarKs --- -- I tM lollowing occupancy thereof is \\erel Area under Maximum Maximum AIIowab\e floors Occupancies ihis certificate Occupant floor Loads Square feet Load Lbs per SQ f\. ~ B 6694 75 30 da s from issuance ~ Bui\dinQ permit Number !-las been inspected and tM lollowing occupancy thereof is \\erebY authOrized certificate \lalid for 30 da s from issuance Areas \nspected All cod~ Building Official' ~>\U;;11\f,~Jl~ilEiHID@f@~@1@~@1j@ID@J~~ G Car\Son POSTING TM certificate 0\ Occupancy sMIl be posted in a conspiCUOUs place on tM premises and shall not be removed except bY the Building Official ~NO March 2 2006 special conditions ~ Is Building sprinKle red? ___YES Date ! ' CITY OF YELM - BUILDING DEPARTMENT Temporary CERTIFICATE OF OCCUPANCY Building Address 10615 Bald Hill Road Fire Zone Occupancy Group Use Zone Type of Construction t:! C-1 V-B Randy paiQen P.O, Box 625 Yelm. WA 98597 Owner Name Owner Address Building Permit Number Plan Number Has been inspected and the following occupancy thereof is hereby authorized Area under Maximum Maximum Allowable Floors Occupancies This Certificate Occupant Floor Loads Square Feet Load Lbs per Sq Ft. 1 B 6694 75 Remarks, Certificate valid for 30 days from issuance Areas Inspected All Code Required Special Conditions None Is Building Sprinklered? YES X NO Building Official G, Carlson Date March 2. 2006 POSTING The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official CITY OF YELt\1 INSPECTION LOG C PROJECT -1j::r:- ~ -S'hu-p PER...\llT NU!\1BER ~.- DZ~ 7 -\DDRESS , 9 Lc.z.~ 6)\ LA J~.;)L & FOOTI~G ~ 12"' o 16"' J other 8 required \ ents WALL CJ 6"' o 8" o other SET BAChS Date Front Rear Side FlarJ...mg Slde FOOTI'\G REB.\R D:lle W .\LL REB.\R Date C0!"!~men~~ CO\l11l~ ED FRA '\lE/ E'\. TERIOR SHEAR W .\LL I\SrECTIO~ Hold downs :J Shear ~adJng = Fr3rne J Gas 'Propane ] PluIllbng J "-1echanlcal ] C Comments I"\Sl LAT10"" J G2S ~ F 03m and Seal J E1ectflc ~ \':lpor bmer " Other ~ P\'-\ Comments SHEET ROCK/SHEAR \\' .\LL '\ .\IL Comments OTHER Comments f1"" .\ L [J Se\\ er Final ::J -\dJress n Electrical J Insul::J.tlOn J Cl\ 11 Fln:lI iJ Slle Dr:lll\3.te r: bndsc.1re Fln:J1 0 C (fO I Slde\\ :ill Comments c o r"\ U City ofVelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Permit No BLD-05-0287 - VL Issue Date 09/26/2005 (Work must be started within 180 days) Receipt No 38342 Applicant: Name: Paigen, Randy Phone: 458-2751 Address. P.O. Box 625 City' Yelm State' WA Zip 98597 Property .I.nf()rmation: Site Address. 10615 Bald Hill Road Assessor Parcel No, 64303300100 Subdivision, N/A Lot: Contractor Information. Name: Applicant Address. Contact: Phone: City' State' Zip Contractor License No Expires, Business License: Project Information: Project: J & I Saw Shop Description of Work: 7000 sf retail Building Sq. Ft. per floor' (1st) 7000 (2nd) 0 (3rd) 0 Garage 0 Basement 0 Heat Type (Electric, Gas, Other): GAS Fees: Item Item Fee Base Amt Unit Fee Unit Rate No, Units Unit Desc --------------------------- ------------- Building Permit - Other 3473.62 000 0.00 0.0000 o 0000 $1,000 Building Plan Review 2,257.85 000 000 o 0000 0.0000 Mechanical Permit 8050 000 000 o 0000 o 0000 Plumbing Permit 5500 20.00 35,00 7 0000 5,0000 Fixture Sewer ERU 5,41700 000 5,41700 5,417 0000 1 0000 ERU Sewer Inspection 145 00 000 14500 145 0000 1 0000 ERU Water Meter (Commercial) 300 00 300 00 000 o 0000 o 0000 Water ERU 1 500 00 000 1,500 00 1,500 0000 1 0000 ERU Water Deposit 4000 4000 000 0.0000 o 0000 Sewer Deposit 5000 5000 0.00 o 0000 o 0000 Traffic Facilities Charge 12,52500 000 12,525,00 750 0000 16.7000 Peak PM Trip TOTAL FEES $25,843.97 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 certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor I futher certify that I am currently registered in th te ~Wa ington. OFFICIAL USE ONLY # Sets of Prints. --....". Date --z,~ d By' Firm o o .',' ',1,: ~ '::',P!"'P;:.:!i.'Jf'~{';'J;~'~~:: :;\THE'FACE OF THIS DOCUMENT HAS A RED BACKGROUND -- NOT A WHITE 'BACKGROUND: '.":C'~'}l~. ,.'i,~~, 'I ' . o' ~ ""_ ~x~ ,~ l'V:_-"'" , 'Ii J;!~ o1Jo ~ """ ,; . ~ ~ t ~TH~~CITY OF I~Y ~I YELM ~ PO. Box 479 Yelm, WA 98597 ,E.!:-...-.,. 360-458-8403 REC~IPt No.3 8 342 ;, RE9~lYt;F\lEN'i'Y FIVE TH(:USAND EIGHT HUNDRED FOPTY, THREE DOLLARS & 97 CENTS RECEIVED FROM RANDY PAIGEN PO BOX 625 YELl-f. HA 98597 BLD-05-0287-YL SITE 10&15 BLD HILL RD pATE REC. NO. " 09/26/05 38342 AMOUNT , REF NO. ~5.843.97 CH~CK 13181 " BUDGETARY' DIANA ELDFRJiT=''.br 6~. PLNREV2257 85, llECHPRHT80 50, PLHBPFd!T55, S ERU5417 3!INSP145. l'T/IITF300. H!lfTR1500. I'l/EPU1500. 1'l!DEP40. 3/DEP50. TRAFF1~.525 Applicant: Name: Paigen, Randy Address, P.O Box 625 Project Information: Project: J & I Saw Shop o City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Description of Work: 7000 sf retail Building Site Address, 10615 Bald Hill Road Fees: Item Building Permit - Other Building Plan Review Mechanical Permit Plumbing Permit Sewer ERU Sewer Inspection Water Meter (Commercial) Water ERU Water Deposit Sewer Deposit Traffic Facilities Charge Acct Code 032001-322-10-00 100001-345-83-00 032001-322-10-00 032 001-322-10-00 802412-343-50-01 805412-343-80-00 712 401-843-80-01 715401-343-80-02 740402-389-00-00 742402-389-01-00 420 120-345-85-00 TOTAL FEES 7~ City' Yelm f:]? Permit Fees Schedule Permit No BLD-05-0287 - YL q\ ,~ 2JJO 3<?~2- Phone. State: WA Zip 98597 458-2751 Assessor Parcel No. 64303300100 3,473.62 Item Fee Base Amt Unit Fee 000 2,257 85 8050 55.00 5.41700 14500 300 00 1 500.00 4000 5000 12,52500 $25,843.97 000 000 0.00 20.00 000 0.00 3500 0.0000 Unit Rate No. Units Unit Desc o 0000 0.0000 7 0000 000 000 5.41700 5.4170000 145.0000 300.00 145.00 0.00 o 0000 4000 0.00 1,500.00 1,500.0000 o 0000 5000 000 000 12,525.00 000 o 0000 750.0000 0.0000 $1,000 o 0000 o 0000 5 0000 Fixture 1 0000 ERU 1 0000 ERU o 0000 1 0000 ERU 0.0000 o 0000 16,7000 Peak PM Trip John R. TisseH, PE, 16621 Deer Ridge Lane S E December 27, 2004 Sht. 1 of 16 Yelm, WA 98597-7906, Phone 360 894-2125, FAX 360 894-1827 File'RPI204 Site Five Comers Summary Sheet 1 of 2 Design. Code. Concrete 2003 IBC Wind 85 mph, Exposure B SeIsmic 3,000 psi Soil 1,500 psf Snow Zone D 25 psf Design by others Roof trusses Material Lumber- Glulams SheathIng Hold Downs Number 2 Hem-Fir, except as noted 24F V4, except as noted structural rated sheathIng SImpson Strong-Tie FoundatIon. Footing Stem wall 12" wide x 6" thIck, I #4 bars 6" thick, #448" 0 c vertically and 12" 0 c horizontally See foundatIOn plan for location of Simpson Strong-Tie hold downs. Locate at double 2x stud, double cripple, stud plus cnpple or at single 3x or 4x framing member Sill Plate Attach 2 inch (nominal), thick treated wood sill with 1/2 inch bolts embedded at least 7 inches into the concrete and spaced no more than 6 feet apart There shall be a mimmum of two bolts per piece with one bolt located not more than 12 inches or less than seven bolt diameters from each end of the piece See shear wall table for locations requiring closer spacing A properly sized nut and a plate washer a mInImUm of 2 inches by 2 inches by 3/16 inch thick shall be tightened on each bolt to the plate Do not notch plate for washer or nut. Roof diaphragm 7/16" rated sheathing, unblocked, 6d nails 6" 0 c along supported edges, blocking between trusses and top chord of truss at end waHs Nail blocking between trusses to top plate of wall with 3 8d toe nails, each piece Place HI tie at every truss John R. Tissell, PE, 16621 Deer RIdge Lane S E December 27, 2004 Sht. 2 of 16 Yelm, WA 98597-7906, Phone 360 894-2125, FAX 360 894-1827 File. RP1204 Site. Five Comers Summary Sheet 2 of 2 Shear Wall Table Wall Max Sheath. Nail Nail Nailing of Anchor bolt Type Shear (Min. (Common or Spacing( 1) bottom plate (2) spacing(3) (pIt) Thick. ) Galv Box) (in 0 c ) (in. 0 c ) (in. 0 c ) 1 152 3/8 6d 6 16 72,72 lA 172 ' 3/8 6d 6 13-112 63,72 Ie 256 3/8 6d 6 9-112 43,62 2 282 3/8 6d 4 8-112 39,57 3 429 3/8 (4) 6d 3 5-112 13,19 Notes. 1 Spacing along all panel edges NaIl panel interior with nails 12" 0 c to studs, except 6" o c for 3/8 or 7/16 inch thIck panels with their panel length parallel to studs 24" 0 c 2 Spacing for 16d common, decrease 30% for box If sheathing extends to framing common with wall below or mud sill, nailing can be 16" 0 c 3 First number spacing for 1/2" dIa bolts, second for 5/8" dia. anchor bolts and 2x plate Anchor bolt spacing, when shown as under 6' 0 c required only for shear wall portion of walls. 4. Requires 3x studs where two panels meet 1 Woo d W 0 r k s S I Z E R - Sizer 2004 Software for Wood Design 27 Dec,2004 10:42 =======~=======================================================~=========== COMPANY John R. Tissell 16621 Deer Ridge Lane SE Yelm, WA 98597-7906 360 894-2125, .FAX 360 894-1827 PROJECT Randy Paigen Five Corners Yelm, WA --------------------------------------------------------------------------- --------------------------------------------------------------------------- Find load from roof trusses to supports --------------------------------------------------------------------------- --------------------------------------------------------------------------- LOADS: (force=1.bs, pressure=psf, udl=plf, location=ft) ~==============================================~=========================== Load Type Distribution Magnitude Location: Pattern I I I I , -----.--------1--------------1-----------------1-----------------,-------- Loadl Dead Load2 Snow Full UDL Full UDL 12.0 25.0 No Yes --------------------------------------------------------------------------- --------------------------------------------------------------------------- Truss 1, main roof ==========~========~====================~================================== MAXIMUM REACTIONS (ibs): =================~========================================================= 1. 75 49.50 7.75 ft Truss 1 ---------------------------- ---------------------------- , I I ----------1------------------------------------- I I I , I I Dead Live Total 311 656 967 397 827 1224 --------------------------------------------------------------------------- --------------------------------------------------------------------------- Truss 2, mono truss --------------------------------------------------------------------------- --------------------------------------------------------------------------- MAXIMUM REACTIONS (lbs): --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. 75 12.50 ft Truss 2 I ----------1---------------------------- Dead Live Total 97 203 301 74 155 228 --------------------------------------------------------------------------- --------------------------------------------------------------------------- Girder Truss 1 --------------------------------------------------------------------------- --------------------------------------------------------------------------- LOADS: (force=lbs, pressure=psf, udl=plf, location~ft) --------------------------------------------------------------------------- --------------------------------------------------------------------------- Load Type Distribution Magnitude Location: Pattern I I , I , -----1--------1--------------.-----------------,-----------------1-------- Loadl Dead Load2 Snow T2 Dead T2 Snow Full UDL Full UDL Full UDL Full UDL 12.0 25.0 74.0 155.0 No Yes No Yes ===============;====;====================~=~===============~=========;===== -}- ~ ==================================~====================~=================== MAXIMUM REACTIONS (lbs): ================================~========================================== 1.75 49.50 7.75 ft ---------------------------- ---------------------------- I I I ----------1------------------------------------- Dead Live Total 2229 4721 6950 2845 5956 8801 --------------------------------------------------------------------------- --------------------------------------------------------------------------- Header 1, rear and left end 8 foot over header door --------------------------------------------------------------------------- --------------------------------------------------------------------------- Material: Lumber-soft Lateral support: top= full, bottom= at supports; Total length: 8.25 [ft] Load combinations: ICC-lBC; --------------------------------------------------------------------------- --------------------------------------------------------------------------- LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight automatically included<< Load : Type --------------------------------------------------------------------------- --------------------------------------------------------------------------- , , Pattern : Distribution : I I 1 I I I I -----,--------1--------------1-----------------\-----------------1-------- T2 Dead T2 Snow Magnitude Location Full UDL Full UDL 97.0 203.0 No Yes ===============================================================;=========== MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- 8.25 ft ---------- ---------- I ----------,------------------- Dead Live Total B.Length 422 837 1259 1 422 837 1259 1 --------------------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN SECTION: Hem-Fir, No.2, 4x8 @ 5.241 plf This section PASSES the design code check. Header 1 4x8 --------------------------------------------------------------------------- --------------------------------------------------------------------------- SECTION vs. DESIGN CODE (stresszpsi, deflection=in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- Criterion : Analysis Value : Design Value: Analysis/Design 1 1 1 , I --------------,----------------1----------------1------------------, Shear Bending(+) Live Defl'n Total Defl'n fv fb 0.15 0.26 64 1016 L/676 L/385 0.37 0.80 0.53 0.62 Fv' Fb' 0.28 0.41 172 1271 L/360 L/240 fv/Fv' fb/Fb' = --------------------------------------------------------------------------- --------------------------------------------------------------------------- -2- <' ~======~======~============================================================ Material: Timber-soft ===================================~====================~================== MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) =========================================================================== ---------- ---------- 8.25 ft Dead Live Total B.Length I ----------1------------------- I , I I , , 435 837 1273 1 435 837 1273 1 -----------------------------------------------~--------------------------- --------------------------------------------------------------------------- DESIGN SECTION: Hem-Fir, No.2, 6x8 @ 8.520 plf This section PASSES the design code check. Alternate 6x8 --------------------------------------------------------------------------- ---------------------------------~----------------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- Criterion : Analysis Value Design Value: Analysis/Design I I 1 I --------------,----------------1----------------1------------------1 Shear Bending(+) Live Defl'n Total Defl'n fv fb 0.10 0.18 39 611 L/995 L/559 Fv' Fb' 0.28 0.41 161 661 L/360 L/240 fv/Fv' fb/Fb' = 0.24 0.92 0.36 0.43 Header 2, --------------------------------------------------------------------------- ----------~---------------------------------------------------------------- 7 foot window --------------------------------------------------------------------------- --------------------------------------------------------------------------- Material: Lateral support: Total length: Glulam-Unbal. top= full, bottom= at supports; 7 . 25 [ft] --------------------------------------------------------------------------- --------------------------------------------------------------------------- LOADS: Cforce=lbs, pressure=psf, udl~plf, location=ft) >>Self-weight automatically included<< ========;====================~============================================= Tl Dead Tl Snow Load : Type : Distribution: Magnitude Location Pattern I I 1 I I -----,--------1--------------1-----------------1-----------------1-------- Fu 11 UDL Full UDL 397.0 827.0 No Yes --------------------------------------------------------------------------- --------------------------------------------------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- Dead Live Total B.Length 7.25 ft ---------- ---------- 1463 2998 4.460 2..2 1463 2998 4460 2.2 --------------------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN SECTION: West Species, 24F-1.8E WS, 3.125x9 @ 6.475 plf This section PASSES the design code check. Header 2 --------------------------------------------------------------------------- --------------------------------------------------------------------------- -)- " =======~========~====:======================~============================== SECTION vs. DESIGN CODE (stress=psi, deflection=in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- Criterion : Analysis Value Design Value: Analysis/Design I I I I --------------,----------------,----------------1------------------. Shear Bending(+) Live Defl' n Total Defl'n fv fb 0.15 0.26 189 2300 L/578 L/333 Fv' Fb' 0.24 0.36 276 2760 L/360 L/240 fv/Fv' fb/Fb' = 0.68 0.83 0.62 0.72 --------------------------------------------------------------------------- --------------------------------------------------------------------------- Header 3, 8 foot door or window -------------------------------------------------------------------~------- --------------------------------------------------------------------------- Material: Lateral support: Total length: Glulam-Unbal. top= full, bottom= at supports; 8.25 [ft] ----------------------------------------------------------~---------------- --------------------------------------------------------------------------- LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight automatically included<< --------------------------------------------------------------------------- --------------------------------------------------------------------------- Load : Type : Distribution : Magnitude Location Pattern I I I I I -----,--------!--------------I-----------------j-----------------1-------- Tl Dead T1 Snow Full UDL Full UDL 397.0 827.0 No Yes --------------------------------------------------------------------------- --------------------------------------------------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length~in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- 8.25 ft ---------- ---------- I ----------1------------------- I I I I Dead Live Total B.Length 1666 3411 5077 2~5 1666 3411 5077 2.5 ========================~======================~========================~== DESIGN SECTION: West Species, 24F-1.8E WS, 3.125x9.5 This section PASSES the design code check. @ 6.835 plf Header 3 ========================================~================================== SECTION vs. DESIGN CODE (stress=psi, deflection~in) =========================================================================== Criterion I Analysis Value Design Value I Analysis/Design I I I , I I I I --------------1----------------1----------------,------------------. Shear fv 207 Fv' 276 fv/Fv' 0.75 Bending(+) fb 2673 Fb' 2760 fb/Fb' = 0.97 Live Defl'n 0.21 L/461 0.28 L/360 0.78 Total Defl 'n 0.37 L/266 0.41 L/240 0.90 ====================================================~========~======~====== Header 4, 4 foot door -------------------------------------------------------------~------------- --------------------------------------------------------------------------- Material: Lateral support: Total length: Lumber-soft top= full, bottom= at supports; 4.25 [ft] ======~=============================;===============~========~======~====== -/.- 7 =========================================================================== LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self-weight automatically included<< =========================================================================== T1 Dead T1 Snow Load : Type : Distribution: Magnitude Location Pattern I I I 1 I -----1--------1--------------,-----------------\---------------__,________ Full UDL Full UDL 397.0 827.0 No Yes --------------------------------------------------------------------------- --------------------------------------------------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) =========================================================================== 4.25 ft ---------- ---------- I I I ----------1------------------- Dead Live Total B.Length 855 US7 2612 1.8 855 1757 2612 1.8 ------------~-------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN SECTION: Hem-Fir. No.2, 4x8 @ 5.241 plf This section PASSES the design code check. Header 4 --------------------------------------------------------------------------- --------------------------------------------------------------------------- SECTION vs. DESIGN CODE (stress=psi. deflection=in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design , I I I I , , --------------1----------------1----------------1------------------1 Shear fv 111 Fv' 172 fv/Fv' 0.64 Bending(+) fb 1086 Fb' 1271 fb/Fb' == 0.85 Live Defl'n 0.04 <L/999 0.14 L/360 0.30 Total Defl 'n 0.07 L/ 70 1 0.21 L/240 0.34 --------------------------------------------------------------------------- --------------------------------------------------------------------------- Wall DESIGN DATA: --------------------------------------------------------------------------- --------------------------------------------------------------------------- Type: Material: Ke x Lb: Ke x Ld: Lateral support: Total length: Pinned base; Loadface = width(b); Lumber Stud @ 16.0 [in] spacing 1.00 x 0.00= 0.00 [ft]; 1.00 x 11.00== 11.00 [ft]; top = Lb, bottom = Lb; 11.00 [ft] --------------------------------------------------------------------------- --------------------------------------------------------------------------- LOADS: (force=lbs, pressure=psf, udl=p1f, location==ft) >>Self-weight automatically included<< Load : Type --------------------------------------------------------------------------- --------------------------------------------------------------------------- Distribution Pattern End : Load I I I I I I I 1 1 -----1--------1--------------,-----------------,-----------------1-------- T1 Dead T1 Snow Wind Magnitude Start End Location Start Axial UDL Axia 1 UDL Full UDL ( Eccentricity (Eccentricity = 529 1143 19.2 0.00 in) 0.00 in) No --------------------------------------------------------------------------- --------------------------------------------------------------------------- -s- g --------------------------------------------------------------------------- --------------------------------------------------------------------------- , MAXIMUM REACTIONS (lbs): --------------------------------------------------------------------------- --------------------------------------------------------------------------- 11.00 ft ---------- ---------- Dead Live Total 106 106 106 106 --------------------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN SECTION: Hem-Fir. Stud, 2x6 @ 1.704 plf This section PASSES the design code check. Wall --------------------------------------------------------------------------- --------------~------------------------------------------------------------ SECTION vs. DESIGN CODE (stress=psi. deflection=in) ------------------------------------------~-------------------------------- --------------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I I I I I I I --------------1----------------1----------------1------------------1 Shear fv 19 Fv' 240 fv/Fv' 0.08 Bending(+) fb 461 Fb' 1242 fb/Fb' 0.37 Axial fc 272 Fe' 504 fe/Fe' 0.54 Axial Bearing fc 272 Fc* 920 fc/Fe* 0.30 Combined (axial compression + side load bending) Eq.3.9-3 0.61 Live De fl 'n 0.25 = L/520 0.73 L/180 0.35 Total Defl' n 0.25 = L / 520 0.73 L/180 0.35 --------------------------------------------------------------------------- --------------------------------------------------------------------------- -(,- File Footing _ 10-23-03 -- 1500 psi Soil bearing A\\Owable I rial & Side tit) lotal Footing Size Soil bearing error oi square 01 18 pM Print lime Load on Ad\Ustment value ior footing 12/27/2004 and oate Column Feet Inches for w::=-1' Increase oead Live Girder trUSs 2,845 5,956 8,801 2 2 124 1.24 2.18 front CheCK 1854 A\\OWable lotal 2,845 5,956 8,801 CheCK total 1854 Actual oead Live Girder trUSs 2,229 4,721 6,950 1 12 119 119 1.97 Rear CheCK 1791 Allowable ,. otal 2,229 4,721 6,950 CheCK total 1791 Actual {tJ File WIND_ D \2004\RP1204\ Page 1 09'46 AM Print Time 12/27/2004 and Date Wind Loads 85 Wind Speed (mph) B Exposure 1 Importance (Iw) To height = 30 O' Wind pressure per IBC Section 16096.2.1 p = L * Iw * ps30 Slope ps30 = Flat 11 5 2/12 12.9 3/12 14 4 4/12 15 9 6/12 14 4 7 to 12 14 4 Since L & Iw = 1, P = ps30 (( File WIND o \2004\RP1204\ Page 2 - 09'46 AM Print Time 12/27/2004 and Date Front Elev Area Avg p Force Shear Left (ft) (sqft) (pst) (Ib) (Ib) 2475 22.00 1440 317 317 2400 4400 1440 634 950 2300 4400 1440 634 1,584 22.00 4400 1440 634 2,218 21 00 4400 1440 634 2,851 2000 4400 1440 634 3,485 1900 4400 1440 634 4,118 1800 4400 1440 634 4,752 1700 4508 1440 649 5,401 1600 47.23 1440 680 6,081 1500 4938 1440 711 6,792 1400 51 54 1440 742 7,535 1300 5369 1440 773 8,308 12.00 5585 1440 804 9,112 11 00 5773 1440 831 9,943 1000 5688 1440 819 10,762 900 5650 1440 814 11 ,576 800 5650 1440 814 12,389 700 5650 1440 814 13,203 600 5650 1440 814 14,017 500 5650 1440 814 14,830 400 5650 1440 814 15,644 300 5650 1440 814 16,457 2.00 5650 1440 814 17,271 1 00 5650 1440 814 18,085 000 5650 1440 814 18,898 1 ,v- File WIND D \2004\RP1204\ Page 3 - 09 46 AM Print Time 12/27/2004 and Date Front Elev Area Avg p Force Shear Right (ft) (sqft) (pst) (Ib) (Ib) 2475 2300 1440 331 331 2400 4600 1440 662 994 2300 4600 1440 662 1,656 22.00 4600 1440 662 2,318 21 00 4600 1440 662 2,981 2000 4600 1440 662 3,643 1900 4600 1440 662 4,306 1800 4600 1440 < 662 4,968 1700 4708 1440 678 5,646 1600 49.23 1440 709 6,355 1500 51 38 1440 740 7,095 1400 5354 1440 771 7,866 1300 5569 1440 802 8,668 12.00 5785 1440 833 9,501 11 00 5973 1440 860 10,361 1000 5888 1440 848 11 ,209 900 5850 1440 842 12,051 800 5850 1440 842 12,893 700 5850 1440 842 13,736 600 58.50 1440 842 14,578 500 5850 1440 842 15,421 400 5850 1440 842 16,263 3.00 5850 1440 842 17,105 2.00 5850 1440 842 17,948 1 00 5850 1440 842 18,790 000 5850 1440 842 19,633 219,170 Maximum overturning moment / / / / / / / / I I / / I I I / / / I~ File WIND _ 0 \2004\RP1204\ Page 4 09'46 AM Print Time 12/27/2004 and Date End Elev Area Avg p Force Shear (ft) (sqft) (pst) (Ib) (Ib) 2475 057 1440 8 8 2400 429 1440 62 70 2300 857 1440 123 193 22.00 12.86 1440 185 379 21 00 1714 1440 247 625 2000 21 43 1440 309 934 1900 2571 1440 370 1,304 1800 3000 1440 432 1,736 1700 3429 1440 494 2,230 1600 3857 1440 555 2,785 1500 4286 1440 617 3,403 1400 4714 1440 679 4,081 1300 51 43 1440 741 4,822 12.00 5571 1440 802 5,624 11 00 5946 1440 856 6,480 1000 52.88 1440 761 7,242 900 5050 1440 727 7,969 800 5050 1440 727 8,696 700 5050 1440 727 9,424 600 5050 1440 727 10,151 500 5050 1440 727 10,878 400 5050 1440 727 11,605 300 5050 1440 727 12,332 2.00 5050 1440 727 13,060 1 00 5050 1440 727 13,787 000 5050 1440 727 14,514 lvf File A_SW Job: 10:24 AM Print Time 12/27/2004 and Date Shear Wall and Roof Diaphragm Design Side, Left Front Left side 10,151 Ibwind 14,017 Ibwind Number Width Number Width 1 80 A 21 B 21 80 Total feet 63 PLF (1) 42 Total feet 167 PLF (1) 2 4 C 23 3 3 D 23 i4 3 15 8.5 6 11 29.5 Total feet 172 PLF (1) 46 Total feet 152 PLF (1) Side, Right Front Right side 10,151 Ibwind 14,578 Ibwind Number Width Number Width 7 72 E 5 8 4 F 12 76 Total feet 67 PLF(1) 17 Total feet 429 PLF (3) 9 5 G 22,5 10 4 H 6 11 4 12 5 18 Total feet 282 PLF (2) 28.5 Total feet 256 PLF (1) Roof 57 Total feet 89 PLF (A) 56 Total feet 130 PLF (A) Overturning: I Max. base moment 219,170 ft-Ib Minimum width 50 4383 Total uplift (I b) Length 57 77 Uplift (Ib/foot) < dead load OK Notes. 1 3/8" minimum structural sheathing, 6d galv box or common 6" o.c. all edges (260 pit) 2. 3/8" minimum structural sheathing, 6d galv box or common 4" o.c. all edges (390 pit) 3. 3/8" minimum structural sheathing, 6d galv box or common 3" o.c. all edges (507 pit) 4 3/8" minimum structural sheathing, 6d galv box or common 2" o.c. all edges (664 pit) A. 7/16" w 6d @ 6" o,c unblocked (195 plf case 1, 143 plf cases 3-6) B 7/16" w 8d @ 6" o.c. unblocked (312 plf case 1, 234 plf cases 3-6) File A_ SW _ STD 16d Box nail = 142 with 1,6 increase for wind (NOS page 9, Table 2.3,2) 16d Com nail 195 with 1.6 increase for wind (NOS page 9, Table 2.3.2) 2x 1/2" anchor bolt = 912 with 1.6 increase for wind (NOS page 9, Table 2.3.2) 5/8" anchor bolt = 1328 with 1.6 increase for wind (NOS page 9, Table 2.3.2) 3x 1/2" anchor bolt = 1120 with 1.6 increase for wind (NOS page 9, Table 2.3.2) 5/8" anchor bolt = 1664 with 1.6 increase for wind (NOS page 9, Table 2.3.2) The bolt values are for Hem-Fir. 2001 NOS The shear wall design shears assume Hem-Fir framing. 11 :52 AM Print Time 12/27/2004 and Date First floor Page 1 Shear Walls No. H W H/W Shear Note Hold down Base Bolt Spacing for Factor Bolts per Wall Nails. Bottom Plate ft. ft. PlF Up lift Ol Shear 1/2" & 2x 5/8" & 2x For 2" 3x plate 2x plate 16d Box 16d Com Plate 1/2" 5/8" 1/2" 5/8" N/ft Spac. N/ft Spac. 1 11 80 01 63 1 693 1320 5040 72.00 72,00 100% 4.5 30 5.5 3.8 075 16.0 075 16.0 2 11 4 2.8 172 1 1892 1560 688 63 63 7200 100% 06 04 0.8 0,5 1.21 9.9 0,88 13.6 3 7 3 2.3 172 1 1204 1560 516 6363 72.00 100% 0.5 0.3 0.6 0.4 1.21 9,9 0.88 13.6 4 7 3 2.3 172 1 1204 1560 516 6363 72.00 100% 0.5 0.3 0.6 0.4 1.21 9.9 0.88 13.6 5 11 8.5 1.3 172 1 1892 1560 1462 63.63 72.00 100%. 1.3 0.9 1 6 1 1 1.21 9.9 0.88 13.6 6 11 11 1 0 172 1 1892 1560 1892 63.63 72.00 100% 1 7 1 1 2.1 14 1.21 9.9 0.88 13.6 7 11 72 0.2 67 1 737 1320 4824 72.00 72.00 100% 4.3 2.9 5.3 3.6 075 16,0 0.75 16.0 8 11 4 2.8 67 1 737 1320 268 72.00 72.00 100% 0.2 0.2 0.3 0.2 0.75 16.0 0.75 16.0 9 11 5 2.2 282 2 3102 1560 1410 38.81 56.51 100% 1,3 0.8 1.5 1 1 1.98 6.1 144 8.3 10 11 4 2.8 282 2 3102 1560 1128 38.81 56.51 100% 10 07 1.2 0.8 198 6.1 144 8.3 11 11 4 2.8 282 2 3102 1560 1128 38.81 56.51 100% 1.0 0.7 1.2 0.8 1.98 6.1 144 8,3 12 11 5 2.2 282 2 3102 1560 1410 I 38.81 56.51 100% 1.3 0.8 1.5 1 1 1.98 6.1 144 8.3 I See page 2 for notes --:. \S"\ File S_W_1991 Date' 09-06-01 11 :52 AM Print Time 12/27/2004 and Date Page 2 Notes. Shear Walls No. H W H/W Shear Note Hold down Base Bolt Spacing for Bolts per Wall Nails. Bottom Plate ft. ft, PLF Up Lift DL Shear 1/2" & 2x 5/8" & 2x 3x plate 2x plate 16d Box 16d Com 1/2" 5/8" 1/2" 5/8" N/ft Spac. Nlft Spac. A 11 21 0.5 167 1 1837 800 3507 65.53 72.00 100% 31 2.1 3.8 2.6 117 10.2 0.86 14.0 B 11 21 0.5 167 1 1837 800 3507 65.53 72.00 100% 31 2.1 3.8 2.6 117 10.2 0.86 140 C 11 23 0,5 152 1 1672 1560 3496 72.00 72.00 100% 3 1 21 3.8 2.6 1.07 11.2 078 154 LJ 11 23 0,5 152 1 1672 1560 3496 72 uO 72.00 100% 31 2 1 3.8 26 1 07 11,2 078 154 E 11 5 2.2 429 3 4719 1560 2145 12.76 18,57 50% 1 9 1,3 47 3.2 301 40 2.20 5.5 F 11 12 0.9 429 3 4719 1560 5148 1276 18.57 50% 46 31 11.3 7.8 301 40 2.20 5.5 G 11 23 0.5 256 1 2816 800 5760 42.75 62.25 100% 51 3.5 6.3 4,3 1,80 6.7 1,31 9.2 H 11 6 1.8 256 1 2816 800 1536 42.75 62.25 100% 1 4 0.9 17 1.2 1.80 6.7 1.31 9.2 1 3/8" minimum structural sheathing 6d galv box or common 6" o.c. all edges (260 plf) 2. 3/8" minimum structural sheathing. 6d galv box or common 4" o.c. all edges (390 plf) 3. 3/8" minimum structural sheathing. 6d galv box or common 3" o.c. all edges (507 plf) 4 3/8" minimum structural sheathing. 6d galv box or common 2" o.c. all edges (664 plf) ........ -0- JUL-03-2003 02 58 Yelm CDD 360 458 3144 P 02 o o Project Address: Zoning; C t CJTY OF YELM S ,; (, r ?; N vT COMMERCIAL BUILDING PERMIT APPLICATION FORM na AI a~e CI /f)f'A ,<" Parcel#' ~l1'3 C> 3306 roo · " Current Use: Proposed Use: @"'New ConstructioJ) 0 Re-Modell Re-Roof I Tenant Improvement wPlumbing GYMechanical 0 Fire Prevent/Suppress/Alarm (J Other Project Description/Scope of Work: j 4 ( S A u..J 5 h of ({IDCC>.s t:; f3 v I f d . ) 8 ~ 't::. ~^O 0 Project Value: ~ 5 :J 0 I :.J lJ . Building Area (sq, ft) Parking Garage 181 Floor 2nd FIOor_3nl Floor_ Building Height ~ Are there any environmentally sensitive areas located on the parcel? completed environmental checklist must accompany permit application. If yes, a s ~ R. 0 ICes LICENSE # EMAIL TELEPHONE '1 0/7 S~ ADDRESS CITY STATE CONTRACTOR'S LICENSE # ZIP TELEPHONE EMAIL FAX EX? DATE CITY LICENSE # F.!f-l~ ADDRESS CITY STATE CONTRACTOR'S LICENSE # ZIP TELEPHONE EMAIL -' FAX EXP DATE CITY LICENSE # ADDRESS CITY STATE CONTRACTOR'S LICENSE # ZIP TELEPHONE EMAIL FAX EXP DATE CITY LICENSE # Copy of City Mitigation documentation (TFC). I hG~by certffy that the abo1/slnrormatlon is correct and that the construction on, and tfte occupancy and the use oUha above described property will be In accordance with tlte laws, rules Ilnd regulations of the State of Washington and the CIty of Velm. GG~ Applicant's Signature Owner f Contractor J Owner's Agent I Contractor's Agent / Tenant \ 2. I 05 Date (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 AlIenl.ll! Weft PO Bo~ 479 Ytlm, WA 98191 (360) 458-a886 (960) 4$8-11U" FAX www.ct.ye/m.wlI.UB --- /J1t' CtIIlC- 5 'lv 1..Jj I / l/ t; Iz tk--~I I/-- 5.-1 rr sv-- q<b cf z, V ;" t Fpt Look Up a Contractor, ElectncIan or Plumber LIcense Detail o o Page 1 of2 Washmgton State Department of Labor and Industnes General/Specialty Contractor A busmess 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 mamtain a surety bond or assignment of account and cany generalliabihty insurance. License Information License REPAICI066PS Licensee Name R E P AIGEN CONTRACTOR INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601543342 Ind. Ins. Account Id Business Type CORPORATION Address 1 PO BOX 625 Address 2 City YELM County THURSTON State WA Zip 985970625 Phone 3604582751 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 10/1 0/1 994 Expiration Date 10/1 0/2005 Suspend Date Separation Date Parent Company Previous License REP AIGC097NE Next License Associated License Business Owner Information Name Role Effective Date Expiration Date PAIGEN, RANDY E 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date TRA VELERS CAS & Until #4 SURETY CO 206085846 05/20/2002 Cancelled $12,00000 05/21/2002 TRAVELERS https.l/fortress.wa.gov/lmlbbIp/pnnter.aspx?L1cense=REP AI CI 066PS 9/14/2005 Look Up a Contractor, Electnclan or Plumber License Detail o o CAS & #3 SURETY 206085846 07/30/2001 OS/20/2002 $6,000 00 05/18/200 I RELIANCE Until #2 SURETY CO 6085846 07/30/1997 Cancelled 07/30/200 I $6,000 00 TIG SPECIALTY #1 INS AIC3250218 07/30/1994 07/30/1997 $6,000 00 Savings Information No Matching Information Insurance Information Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date NORTH AMERICAN SPEC INS SXGOO06230 #6 CO 01 1 % 1/2003 10/01/2005 $1,000,00000 09/30/2004 #5 CSIC INSSD6123 04/03/200 I 04/03/2003 $1,000,000 00 05/13/2002 #4 CSIC INSSC3026 07/30/1999 07/30/2000 CREDIT GENERAL #3 INSCO ARTOO08296 12/24/1997 12/24/1999 MARYLAND #2 CASUALTY TSD 11/17/1995 11/17/1996 AMERICAN #1 STATES 01 CD5008761 0 11/01/1993 11/01/1995 Summons / Complaints Information No Matching Information Judgement Information No Matching Information https.//fortress.wa.gov/lm/bblp/pnnter aspx?Llcense= REP AI CI 066PS Page 2 of2 9/14/2005 Look Up a Contractor, Electnclan or Plumber LIcense DetaIl o o Page 1 of2 Washmgton State Department of Labor and Industnes General/Specialty Contractor A busmess regIstered as a constructlOn contractor WIth L&I to perform construchon 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 habihty msurance. License Information License MECHACS962BT Licensee Name MECHANICAL & CONTROL SERVICE Licensee Type CONSTRUCTION CONTRACTOR UBI 602338440 Ind. Ins. Account Id Business Type CORPORA nON Address 1 1200 NW NAITO PKWY#200 Address 2 City PORTLAND County OUT OF STATE State OR Zip 97209 Phone 5032410315 Status ACTIVE Specialty 1 AIR CONDITIONING Specialty 2 AIR HEA T,VENTILA TION,EV APORA T Effective Date 1/30/2004 Expiration Date 1/30/2006 Suspend Date Separation Date Parent Company Previous License ARASSI*98I KO Next License Associated License Business Owner Information Name Role Effective Date Expiration Date GROVER HAROLD VICE PRESIDENT 01/30/2004 DICKSON PAUL TREASURER 01/30/2004 01/3012004 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date DEVELOPERS SURETY & Until #1 INDEM CO 572212C 02/01/2004 Cancelled $6,000 00 01/30/2004 https.l/fortress.wa.gov/lmlbblp/pnnter aSpx?LICenSe= MECHA CS962BT 9/14/2005 Look Up a Contractor, Electnclan or Plumber LIcense DetaIl o o Savings Information No Matching Information Insurance Information Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date FIRST NATIONAL INSURANCE 01 CG492168 #1 CO 2 o l/23/2004 01/23/2006 $1,000,00000 01113/2005 Summons / Complaints Information No Matching Information Judgement Information No Matching Information https.//fortress wa.gov /lm/b bIp/pnnter .aspx ?LIcense= MECHA CS 962BT Page 2 of2 9/14/2005 Look Up a Contractor, Electnclan or Plumber LIcense Detail o o Page 1 of3 Washmgton State Department of Labor and Industnes General/Specialty Contractor A busmess registered as a construction contractor wIth L&I to perform constructlOn work wIthin the scope of Its specialty A General or SpecIalty construction Contractor must mamtam a surety bond or assignment of account and carry general liabihty msurance. License Information License MA THEPC052M7 Licensee Name MATHESON PLUMBING CO INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601640730 Ind. Ins. Account Id 84835501 Business Type CORPORATION Address 1 PO BOX 780 Address 2 City YELM County THURSTON State WA Zip 98597 Phone 3604587017 Status ACTIVE Specialty 1 PLUMBING Specialty 2 UNUSED Effective Date 7/27/1995 Expiration Date 6/23/2007 Suspend Date Separation Date Parent Company Previous License MA THEPC077DN Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MATHESON, ROBERT 01/01/1980 VOlE, DEBI 01/01/1980 01/01/1980 MERCER, LORI 01/01/1980 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date ACCREDITED SURETY & Until I https.//fortress.wa.goY/lmlbbIp/pnnter.aspx?LIcense= MA THEPC05 2M7 9/14/2005 Look Up a Contractor, Electnclan or Plumber LIcense DetaIl o o Page 2 of3 #5 CAS CO INC 10023045 07/01/2004 Cancelled $6,000 00 06/24/2004 TRA VELERS CAS & SUR Until #4 CO 206286702 OS/28/2002 Cancelled 07/01/2004 $6,000 00 06/05/2002 TRA VELERS CAS & SURE #3 CO 206286702 07/0 I /200 I OS/28/2002 $4,000 00 06/05/2002 UNITED PACIFIC INS Until #2 CO U6286702 07/01/1998 Cancelled 07/01/200 I $4,000 00 06/05/2002 AMWEST SURETY INS #1 CO 1303480 07/01/1995 07/01/1998 08/12/1998 $4,000 00 07/27/1995 Savings Information No Matching Information Insurance Information Policy Effective Expiration Cancel Impaired Received Insurance Company Name Number Date Date Date Date Amount Date AMERICAN #9 STATES INS CO 01CG013209-5 05/1312005 05/13/2006 $1,000,00000 04/19/2005 AMERICAN #8 STATES INS CO 01CG0132094 05/13/2004 05/13/2005 $1,000,00000 04/30/2004 AMERICAN #7 STATES INS CO 01CG01320913 05/13/2003 05/13/2004 $1,000,000.00 05/1212003 AMERICAN #6 STATES INS CO 01 CGO 132092 05/13/2002 05/13/2003 $1,000,000 00 05/13/2002 AMERICAN #5 STATES INS CO 01CGOl320910 05/13/2001 05/13/2002 OS/23/2001 TRANSPORTATION #4 INSCO 1068408771 05/13/1998 05/13/2002 05/15/2001 #3 CNA INS CO 1684087771 05/13/1997 05/13/1998 AETNA CASUALTY & #2 SURETY CO 025493168 05/13/1996 05/13/1997 AETNA CAS & #1 SURETY CO 024870146 05/13/1995 05/13/1996 Summons / Complaints Information , Tax Summons / Cause Warrant Dismissal Complaint Complaint Complaint Number Id Plaintiff County Date Date Amount ROSEN SUPPLY #2 052017632 COMPANY THURSTON 09/02/2005 $56,053.91 ROSEN SUPPLY #1 042017286 COMPANY THURSTON 10/22/2004 08/27/2004 $56,685 82 rrm..t ..f.,m.ti.. I Tax I rl https.l/fortress.wa.gov/lmlbblp/pnnter .aSpX?LICense=MA THEPC05 2M7 9/14/2005 Look Up a Contractor, Electnclan or Plumber Llcense Detail o o Page 3 of3 Cause Warrant Judgement Judgement Payment Payment Paid # Number Id Plaintiff County Date Amount Date Amount By ROSEN SUPPLY #2 052017632 COMPANY THURSTON $000 $000 ROSEN SUPPLY #1 042017286 COMPANY THURSTON $000 $0.00 https.//fortress.wa.gov/lm/bblp/pnnter.aspx?Llcense= MA THEPC05 2M7 9/14/2005