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HomeMy WebLinkAbout17830 59th Dr NE_1387_2026 Permit No. City of Arlington NOTICES and Inspection He, A Date Called ���7 / Address -11O 9o � Time Called Contractor/Owner By ' "� Requested by TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab Rough-In Plumbing ❑ Reinspection ❑ Shear Wall '❑`Furnace ❑ Other APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ CALL 435 0724 FOR REINSPECTION-24 hour not* required. Inspector Date / Permit No. / City of Arlington NOTICE and Inspection Re -art Date Called / / Address --�� Time Called Contractor/Owner By Requested by 50 24&, TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other. APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Nrork listed below has been inspected and approved. LL 435-0724 FOR REINSPECTION-24 hour notice required. LLZ Inspector A Date Permsj City of Arlington �- ,No JOTICE and Inspeotio Repo} y C i ems-l-E ,- " t Date Called Address X Time Ce0ed Contractor/Owner By Requested by TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping P6:� o$ng ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other �=PPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ork listed below has been inspected and approved. ❑ CALL 435-0724 FOR RE44INSSPECTION-24 hour notice required. r \ 1C) /t J z vr-g� Inspector Date �Z� Cs, Permit No.No. �� City of Arlington ��l NOTICE and Ins-ppection Report Date Called Address i Time Called • �'S Contractor/Owner By Requested by_ Gl TYPE OF • ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstov,e ❑ Foundation ❑ l Drywall Nailing Fina %�J ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other PPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION-24 hour notice required. r. Inspector Date 7 BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY UNIFORM BUILDING CODE Sec. 307 NOTE: THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK zp' At ����� �-qTA Z� Building Permit Number 474 NAME AND ADDR SS OF OWNER: Occupant Load No. Stories f?o. 13GiX Type Const. 2// Use [J Floor Load signs in place (per Sec. 2304 (e) — Capacity signs posted (per Sec. 3301 (j) U.B.C.) Floor load and capacity signs, when required, must remain posted at all times. THE 16 CA4 T 0 �& �__ HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH PROVISIONS OF THE ARLINGTON BLDG. CODE FOR GROUP F5 --5- OCCUPANCY Issued this Wf ti day of s �/��Uy 19 f By By - FIRE OFFICIAL BUILDING OFFICIAL This certificate shell be posted In.coneplcuous public area and shell not be removed,mutilated or obscureA end shell be malnt.lned In legible condition at all times. Any change of occupancy requires a new cergllcele. CASCADE TESTING LABORATORY,INC. TESTINGSINSPECTION / Et =EFZS / GEOLOGISTS PREVIOUS /� �J REPORT No._ 8 4 G 5.3 12919 N.E.128TH PLACE, KIRKLAND.WA 9B034 120"8239800 EVERETT 120BJ268-OB17 DATE CEL1GQ NO. 7- P OJECT 1 LOCATION � �, r i� BLDG.PE NO. OWNER f TO: n WEATHER TEMP. AT AM QQ AT PM 0 ENGINEER ARCHITECT ATTN: Ly ACTOR/ (2) (3) / INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS RESTEEUCONCRETE _ RESTEEL ONLY — FOOTINGS _ SLAB RESTEEUMASONRY — STR STIWELDING — AUGER CAST PILES _ COLUMNS OTHER — S/TR.ST/BOLTING — DRILLED PIERS — WALLS BEAMS �� /(LOCATION(AREAS) YD i.�� /A/ CONCRETE/MASONRY MIX NO. DESIGN STRENGTH(Pc) SUPPLIER TOTAL CU.YD. PLACED SLUMP(INCHES) SPECIMENS CAST AIR CONTENT(%) SEE CYLINDER REPORT NO. YES_NO—ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. 4,�/-1-e(/ r REMARKS: ll�L� /{�njkz PG- 7�_ /c� Ztml� / D L,4 hf 7�(-)r gU u,)r Aj4-- A HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: /"L /.� FIELD REPO R SIGNED: FORM NO.CTL-89-1 ;,,. ,�, .� ��-a, a" •J i 135 TR; A N SMI PACIFIC BUILDING SYSTEMS 2100 NO. PACIFIC HWY. WOODbURN, OREGON 97071 (503) 981-9581 JOB NO. DATE PROJECT T N8LneeW -6Y AYhy1gt2w -- To MaYK 7lnovh psow 31 fv A state, Me. Mar svi I I e � vJA `It�21c� . NO. OF DESCRIPTION ACTION COPIES OF ITEM DATED _ REQUESTED l� SETS pgs 1-1, vl-FZ JUN Pcwwits SENT BY: Our Messenger Your Messenger Mail UPS '7C Bus._ Other BY: �1S � c i r3t3!1ra CIFIC BUILDING SYSTEMS Manufactured By Truss-T Structures. Inc. 2100 N. Pacific Hwy • Woodburn, OR 97071 503-981-9581 oM�saJ N�Tam WA I CUSTOMER �"`��� 4 B X J S-7 TRUSS "T" STRUCTURES, INC. Job No. 4- _ 4o SS STRUCTURAL CALCULATIONS , ' Q 1. Building - Load Data and Material Specifications NVAs �,y 2. Building Plan 3. Girt and Purlin Data - 4. Endwall Frame Design and Details I.727 5. Bracing Design O 'S'FFrGO " `s'ONAL 6. Rigid Frame Design and Details th _ - , 7. Reactions " ECEIVF EXPIRES8/20/ AM 0 5 �91, �11-Y OF AVILING'gl ON _ _ n i Job no. J4055 Building Configuration: Building length = 357.00 ft. Building Width = 40.00 ft. Bay Spacing = 21.00 ft. Span Width(s) (ft.) = 17.00 14.00 17.00 Column Base Elevations (ft.) = 0.00 0.00 Left Eave Height = 12.00 ft. Left Column Slope = 0.00/12 Left Rafter Slope = 1.00112 Right Rafter Slope = -1.00/12 Right Column Slope = 0.00/12 Right Eave Height = 12.00 ft. Special Framing: BRACED FRAME Desiqn Loads: Dead Load = 2.00 psf Live Load = 25.00 psf Wind Load = 80.00 mph ezp. C Seismic = 3 Material Specifications: Flanqe Plate Yield Strength = 50.00 ksi Web Plate Yield Strength = 50.00 ksi Rolled Shape Yield Strength = 45.00 ksi Cold-Formed Yield Strength = 55.00 ksi Primary Framing Fasteners = A325 bolts Secondary Framing Fasteners = Grade 5 bolts Recommended Anchor Bolts = A36 bolts Recommended Reinfor-cinq = 40.00 ksi Recommended Concrete = 2500.00 psi Allowable Soil Bearinq = By Others Allowable Lateral Bearinq = By Others Allowable Sliding Resistance = By Others i PACIFIC BUILDING SYSTUIS 2100 N. PACIFIC HM. WOODBURN, OR 97071 Spread Footing Design r Column Location .......... AA Design Specifications .... Concrete Yield Strength = 2500 psi EXPIRES 8,,20/ Steel Yield Strength = 40000 psi Allowable Soil Bearinq = 1500 P5f Minimum Cover = 0 in Column Reactions ......... Horizontal = 0.0 kips Vertical = 14.6 kips Uplift = 3.0 kips '9n-' V' �1 Footing Dimensions ....... :rTy, It Width = 3 ft 10 in W� Length = 3 ft 10 in Depth = 16 in VJ SIABy _ ► 1� �33�CSt3,�I3 �-= ► Reinforcing Steel ........ Bottom Bars = 4 # 4 e.w. Top Bars = none required Tie Bars = none required tj ifig P� 7.O Z Q -� U m 1 `�r Z � • U co — Cl o ? - x � o o o C U Q 0 tit -J [� O d Z O - m O Ems— N U N W > V ' U) >:.. :y„ •ii`.--.l rid. Z' i4..t• :•`� OT: I•: 1 �t�i::'.T-.'�«.�L�_a5:^�..�..:t�L..�....r r_. -(T. -�_ :3'.�'10r:ti_.3.i�. T,.•:'1.. c. �r�ti... �:-_ YS'.fs`.'i7- '$� rl: LtiaSl+` r .'1 �, 1. I PAGE 10 GIRT DESIGN Based on 1991 U.P.C. Section 2311 Wind Speed ..................... 80 mph Rigid Frame Factors (Ce) Exposure Factor .........:...... C Left Wall ......... 1.06 Left Eave Height ............... 12.00 ft. Left Roof ......... 1.06 Ridge Height ................... 14.00 ft. Right Roof ........ 1.06 Right Eave Height 12.00 ft. Right Wall ........ 1.06 Importance Factor .............. 1.00 Building ....................... Closed Wind Stagnation Pressure (Qs) .. 16.30 psf Maximum Girt Spacing in 15 ft. Height Zone Ce=1.06 Pressure = 15.63 psf : Cq=0.9 Suction = 15.63 psf : Cq=0.9 4 Span - ft. 6Z16 8Z16 8Z14 SZ13 8Z12 9ZI6 9Z14 9713 9Z12 10Z14 1OZ12 Design Criteria ----------------------------------------------------------------------------------------------------------------------------- 16.00 9.88 21.23 27.15 32.44 37.68 25.69 32.12 38.40 44.62 43.06 70.15 Deflection 9.04 13.62 17.80 22.49 27.82 15.03 20.90 25.40 29.52 24.17 36.92 Bending 3.98* 6.81✓ 0.90 11.24 13.91 7.52 10.45 12.70 14.76 12.08 18.46 Suction 7.97 12.54 16.43 20.91 25.79 13.00 17.55 21.20 24.72 23.23 35.59 Suction 1-Brace ----------------------------------------------------------------------------------------------------------------------------- Allowable stress are increased by 1/3 for wind. Allowable deflection = L/100 t Girt spacing has been reduced when the loaded area is less than 100 sq. ft. 4 ,� I I .: I PAGE 3.0 GIRT DESIGN Based on 1991 U.B.C. Section 2311 Wind Speed ..................... 70 mph Rigid Frame Factors (Ce) Exposure Factor .........:...... B Left Wall ......... 0.62 Left Eave Height ............... 12.00 ft. Left Roof ......... 0.62 Ridge Height ................... 14.00 ft. Right Roof ........ 0.62 Right Eave Height .............. 12.00 ft. Right Wall ........ 0.62 Importance Factor .............. 1.00 Building ....................... Clued- Wind Stagnation Pressure (Qs) .. 12 54 psf l 2,S �aem erJ QS-� 'eD Maximum Girt Spacing in 15 ft. Height Zone Ce=0.62 Pressure = 7.00 p=_f : Cq=0.9 Suction = 7.00 psf : Cq=0.9 Span - ft. 6Z16 8Z16 SZ14 8Z13 8Z12 9Z16 9Z14 9Z13 9Z12 1OZ14 10Z12 Design Criteria ----------------------------------------------------------------------------------------------------------------------------- 17.00 18.39 39.62 50.55 60.40 70.14 47.83 59.80 71.49 83.07 89.47 99.99 Deflection 17.97 26.93 35.21 44.49 55.02 29.74 41.33 50.25 59.39 47.90 73.03 Bending 8.94"' 13.47 17.61 22.24 27.51 14.87 20.67 25.12 29.20 23.90 36.51 Suction 15.19 25.31 32.34 40.09 49.70 25.59 33.34 40.14 46.04 45.03 69.01 Suction i-Brace ----------------------------------------------------------------------------------------------------------------------------- Allowable stress are increased by 1/3 for wind. Allowable deflection = L/100 Girt spacinq has been reduced when the loaded area is less than 100 sQ. ft. M� N r N !i S I Ih Purlin Analysis for: J4055APD Left Side Width = 24.00 ft. Left Side Slope = 1.00:12 Total Design Load = 27.00 psf Fixed Purlin Spacing_ = 4.50 ft. Eave Purlin Spacing = 4.36 ft. Left End Setback = 0.33 ft, Right End Setback = 0.33 ft. ----- --------------------------------- Continuous Purlins ----------------------------------- ------ Eave Purlins ------- --- Left Side --- ------- Intermediate ------- -- Right Side -- 1 Comb. - Maximum - Comb. Bay Bend, Shear Lap Bend. Shear Defl. Dist. Bend. Shear Lap o Unity Bend. Defl. Unity ft. Size k-ft laps in. k-ft kips in. ft. k-ft kips in. c Check Size k-ft in. Check ----- ---------------------------------------------------------------------------------------- --------------------------- 10.17 8Zi6 -0.01 0.28 0 0.32 0,00 -0.05 7,36 -2.53 -0.83 12 R 0.50 BZ16 0,88 0.06 0.17 21.00 BZ16 -2.27 1.09 12 2.63 0.00 0.56 10.06 -3.47 -1.22 12 R 172 8ZI6 176 1.17 174 21.00 8Zi6 -3.51 1.17 12 2.13 -0.00 0.38 10.65 -3.19 -1.14 12 L 0.71 8Zi6 3.76 1.17 0.74 21.00 BZ16 -3.18 1.15 12 2.26 0.00 0.43 10.46 -3.27 -1.16 12 R 0.64 8Zi6 3.76 1.17 0.74 21.00 8Zi6 -3.27 1.16 12 2.23 0.00 0.41 10.51 -3.25 -1.15 12 L 0.64 8Z16 3.76 1.17 0.74 21.00 8Zi6 -3.25 1.15 12 2.23 0.00 0.42 10.50 -3.25 -1.15 12 P. 0.64 BZ16 3.76 1.17 0.74 21.00 8Zi6 -3.25 1.15 12 2.23 0.00 0.42 10.50 -3.25 -1.15 12 L 0.64 8Zi6 3.76 1.17 0.74 21.00 BZ16 -3.25 1.15 12 2.23 0.00 0.42 10.50 -3.25 -1.15 12 R 0.64 8Zi6 3.76 1.17 0.74 2130 8Zi6 -3.25 1.15 12 2.23 -0.00 0.42 10.50 -3.25 -11 5 12 L 0.64 8Zi6 176 1.17 0.14 21.00 9Z16 -3.25 1.15 12 2.23 0.00 0.42 10.50 -3.25 -1.15 12 R 0.64 8Z16 3.76 1.17 0.74 21.00 BZ16 -3.25 1.15 12 2.23 -0.00 0.42 10.50 -3.25 -1.15 12 L 0.64 8Zi6 3.76 1.17 0.74 21.00 BZ16 -3.25 1.15 12 2.23 0.00 0.42 10.50 -3.25 -1.15 12 R 0.64 8Zi6 3.76 1.17 0.74 21.00 8Zi6 -3.25 1.15 12 2.223 0,00 0.42 10.50 -3.25 -1.15 12 L 0.64 8Zi6 3.76 1.17 0.74 21.00 BZ16 -3.25 1,15 12 2.23 -0.00 0.42 10.50 -3.25 -1.15 12 R 0.64 SZ16 3.76 1.17 IN 21.00 8Zi6 V A5 h 15 12 2.23 -0.00 0.42 10.50 -3.24 -1.15 12 L 0.64 SZ16 3.76 1.17 0.74 2110 BZ16 -3.25 1.15 12 2.22 0.00 0.41 1149 -1 27 OAS 12 P. 034 8Zi6 3.76 1.17 0.74 20.00 BZ16 -3.27 1.16 12 2.28 -0.00 0.43 10.49 -2.05 -113 12 L 0.64 8Zi6 3.41 0.96 0.67 11.17 8Z16 -2.24 0.64 12 0.65 100 -0.03 2.0B -0.01 -0.40 0 L 0.44 8Zi6 1.06 0.09 0.21 ----- --------------------------------------------------------------------------------------- --------------------------- I N G � sE 'Pu 2L N S PP► _1 Q C1 To S ►- - - - - - I - f#ff$fffffffffffffffffffiFff#fff f f f Truss - T Structures Inc. } f f 2100 N. Pacific Highway f f f f Woodburn, Oregon 97071 f f f f Phone 503-981-9501 f f ff#fff$ffffffff#fffffffffffffff File Name : J4055ESD Frame Title : 4SE12 25/80C 1:12 Prepared by AL 03-22-94 Execution Options : Analysis Only Number of Analysis Cycles = 1 Reports Generated 1. Member Design Data 2. Forces Moments and Stresses 3. Displacements and Reactions Structural Steel Flange Plate Yield Strength = 45.00 ksi Web Plate Yield Strength = 45.00 ksi Modulus of Elasticity = 29000 ksi Coef. of Linear Exspansion = 0.0000065 •-v r.r w;S`._-:seF" ;;�' �.�.:�;=la±c skOsr}'.sNlC ".'!4Y41�"'�67?;T�.F9`-_?N:9! "' '.'SS.•►.t�'. `r3 !isT.i'�9L�:«•_�w,a ,,.�;..�SvcY'.;:_c --r.....�...f.T+y� 4BE12 25/80C. 1:12 J4055ESD 3 + Load Case no. 1 X 1,00 + Load Case no. 2 X 0.50 + Load Case no. 3 X 1.00 Load Combination no. 3 : DL + 1/2 LL + WLS * +•Lead Case no. I X 1.00 + Load Case no. 2 X 0.50 + Load Case no. 4 X 1.00 Load Combination no. 4 : DL + UPLIFT * + Load Case no. 1 X 1.00 + Load Case no. 5 X 1.00 4BE12 25/80C. 1:12 J4055ESD 4 Member Data : ---------------------------------------------------------------------------------------------------------------------------- 1----- Initial- End ------1---- Terminal End ------1 Sec. Left Flg. Right Flg. Web Sec. Depth Bracing Sec. it, it. Coor. E it. it. Coor. E Lth. Thick Width Thick Width Thick Ini. Trm. Left Right no. no. type hor. ver. C no. type hor. ver. C (ft) (in) (in) (in) (in) (in) end end O.C. O.C. hvr (ft) (ft) hvr (ft) (ft) (in) (in) (ft) (ft) ---------------------------------------------------------------------------------------------------------------------------- (! 1 33 1 r 7 � . 1 1 i,_ ? 51 - 0.2150 � 9 0 7 I1 � 1 5.9 1 � 5( 7.50 2 ? li (.o.; iC,96 F � t01 0,.,3 0 (( F it a6 0. i c �,.94 .,.�4 .i,(c ,,.91 ( �.�a 3 1 Oil 0.33 10.87 F 4 111 16.00 1117 F 15.72 0.350 3.94 0.350 194 0,INO 190 190 100 5.00 5 5 Oil 16.00 12.16 F 6 ON 16AO 100 F 12.16 0.2150 194 0.150 194 1!NO 190 1SO A50 7.5(1 6 4 AI 16.00 1117 F 7 111 24,00 12.84 P 103 0.A 50 3.94 0.2150 3.94 0.000 190 190 100 5.00 7 7 111 24.00 12.84 F 8 111 32.00 12.17 F 6.03 0.21501 3.94 0.2150 3.94 0.1700 5.90 5.90 5.00 5.00 9 9 Oil 32.00 12.16 F 10 001 32.00 0.00 F 12.16 0.2150 3.94 0.2150 3.94 0,1700 5.90 5.90 7.50 7.50 10 8 111 32.00 12.17 F 11 Ill 47,67 1O.B7 F 1532 0.2150 194 0.2150 194 1 I700 190 190 100 100 12 12 Oil 47.67 10.86 F 13 001 47.67 0.00 F 10.86 0.2150 3.94 0.2150 3.94 0.1700 5.90 5.90 7.50 7.50 ---------------------------------------------------------------------------------------------------------------------------- X 100 130.39 X 5.00 146.05 X 9.00 146.05 X 12.00 130.39 4BE12 25/BOC 1:12 J4055ES➢ 5 Maximum Combined Stress Ratios -------------------------------------------------------------------------------------------------------------------- Member Forces Member Stresses Allowable Stresses Unity Check Max. Sec. Load Shear Axial Bending Shear Axial Bending Axial Bending Components Comb No. Com. Force Force Moment Stress Stress Left Right Stress Left Right Axial Bending Stress No. (kip) (kip) (k-ft) Q si) (ksi) (ksi) (ksi) (ksi) U:si) (ksi) Left Right Ratio -------------------------------------------------------------------------------------------------------------------- 2.01 2 -0.00 -0.63 -1.16 -0.00 -0.24 2.56 -2.56 19.44 36.00 26.93 -0.01 0.07 -0.10 -0.11 3.02 1 1.69 0.14 -5.47 1.81 0.05 12.09 -12,09 27.00 27,00 27.00 0.00 0.45 -0.45 0.45 5.01 2 0.00 -1.77 -2.88 0.00 -0.67 8.57 -8.57 19.44 36.00 26.93 -0.03 0.24 -0.32 -0.35 6.00 1 -1,36 -0.11 -5.47 -1.47 -0.04 12.09 -12.03 20.10 27.00 27,00 -0.00 0.45 -0.45 -0.45 7.02 1 1.36 -0.11 -5.47 1.47 -0.04 12.09 -12.09 20.10 27.00 27.00 -0.00 0.45 -0.45 -0.45 9.01 2 0.00 -1.77 -3.88 0.00 -0.67 8.57 -8.57 19.44 36.00 26.93 -0.03 0.24 -10.32 -0,35 10.00 1 -1.68 0.14 -5.47 -1.81 0.05 12.09 -12.09 27.00 27.00 27.00 0.00 0.45 -0.45 0.45 t i� f F 1 f 6 56 -0.01 0.07 -0.10 -0.11 12.01 ': -i.)�] -1.�3 -1.10 -).)0 -0.24 .5� ,�o i'3, :� 36 C'0 r6.']d -------------------------------------------------------------------------------------------------------------------- i ` 4BE12 25/80C 1:12 J4055ESO 8 Shear Stiffener Spacing Sec. No. Lth. Load Point Point Point Point Point Point Point Point Point Point No. Ele, (in) Com. .00 .01 .02 .03 .04 .05 .06 .07 .08 .09 --------------------------------------------------------------------------------------------------------------- 2 2 130.32 all none required 3 2 188.64 all none required 5 2 145.92 all none required 6 2 96.36 all none required 7 2 96.36 all none required 9 2 145.92 all none required 10 2 188.64 all none required 12 2 130.32 all none required -•tt';WX•..;..�.r•i.r+., .�1.^".=:car.Yw... ...•vre•...`........�,......-_......afv,.-.-nv-+--v--'.�.,..ra-fit---a_ .. -...��. �}'......ti.r'4"'e�':"�rrT.C'*...Lr...�:24'�.?�J.'1�..;•...A.�3:c _.�...... .. 7+t�•5F'.a .� .. ....a Y'3'�' "�:c. .. .... .: ... ....� .... -.. ... «'�li:�2`Yr.'k�•':'f $ nl4'c•.. ay. «..y,.y � T.: ..:1«r:x� .r• .�. i 1 48E12 25/84C 1;12 14055ESD 9 Reaction Summary Com. it. 3 it. 6 it. 10 it. 13 Horiz. 1 0.00 0.00 0.00 0.00 Vert. 1 -1.14 -3.16 --3.16 -1.14 Rota. 1 0.00 0.00 0.00 0.00 Horiz. 2 0.43 1.27 1.27 0.43 Vert. 2 -0.68 -1.82 -1.82 -0.68 Rota. 2 0.00 0.00 0.00 0.00 Horn. 3 -0.27 -0.80 -0.8{i -0.27 Vert. 3 -0.68 -1.82 -1.82 -0.68 Rota. 3 0.00 0.00 0.00 0.00 Hori-. 4 0.00 0.00 0.00 0.00 Vert. 4 0.20 0.75 0.75 0.20 Rota. 4 0.00 0.00 0.00 0.00 Report Complete 4- 4, L.S t6,C--rLj g L 5 L Es L)E AA-v L,- 'S A 7-1 0 nJ b� 4- �-- l,�S6� 6 $EC J 4o 5AP+� I Ley, CoN - �/ JL -U>TZS ,4T �A s E %�s .!_ a-.:..,x.�-.-.-.-s_-•.1�:._,wr.�e«s,•gei tyitw:.�'ai*1y1[xiQ.�.t'�'f+r'�L�c.R!'y'r,.rtttO:t�`.r..:�*r.•, �:_...a:.�':v=.��.M�.. __:,n�a:-.6:•r7. . I s.o BRACE CABLES rASTENERS RATED 0 BREAKING STRENGTH A14D ALLOWABLE LOAD OF EHS CABLE 5Pmf.Ri FLAT ( KIPS BRACE EYE BRACE GRIP EYE BUT HEX NUT I SIZE REG'D /8' 7/16 112, 5/El-1315-17111-1 SIZEIREO'C'SIZE jREQ-Dj51ZF REC)'01 SIZE --�TR. AL OW. 60110 518 5/8,5/s, 1/4 6.65 3.325 60110 a 5/a, EYE A 1p.EGo 1,,:�T� SIZE 5/16 :S/1 1,,2 l/4 r 5/16 11.2015.60 VB I 15.401 7a70 60110 17. 7/16 20-EAO 10.40 va, 718 7/ Ganzj 13.45 —1/2 26.9C z E3 r= a RAFTER CA,H-L-r— Cm G)EAvE: E-Z C.. w s• �j��oU1JG/ rl�4v� s /0, (B 8//Z� M Ir-94 ME VS = . 3 li ) 0, 75' z ► 2.y 3 4,l ' 2"15 �, 00 �� S NNV wW� 8 ass vw UNI ��a 3,53 �S� �� � 2►//0,5� = 3,95�' S/�"�' �s c�•sL6 z Z Z�L /3 4,1 0,oi��,? -,00¢JZI 3 ll 7D 1�w z o,022� ( 1212 � 'r> = 0,75' aA 'F2ahl� No I i ' fffffffffffffffffff�E�E�Efffffffff * f f Truss - T Structures Inc. f f f f 2100 N. Pacific Highway f f f f Woodburn, Oregon 97071 f f f +t Phone 503-981-9581 f f f flFffffffffffflFfffffffit�fffffffff File Name : J4055CSD Frame Title : 48 FT RAFTER Prepared by AML 3/9/94 Execution Options : Analysis Only Number of Analysis Cycles = 1 Reports Generated 1. Member Design Data 2. Forces Moments and Stresses 3. Displacements and Reactions Structural Steel : Flange Plate Yield Strength = 50.00 ksi Web Plate Yield Strength = 50.00 ksi Modulus of Elasticity = 29000 ksi Coef. of Linear Exspansion = 0.0000065 .,� .lc .._ ...... __4,. ,:'t�?,,,. .. .MG..a.....-. e."b•'C?'':i ��=i�'-'�S:ate''.'::..- ... .. - _,.._ .. .. .:�ti .a_. -.t�'�:a...: 7t.-,.�....�. ,��"'s': ..F�a',. - i � . . i f� i� 48 FT RAFTER J4055CS➢ 2 Load Case no. I : DL Load All Sections Member Self Weight Load Sec. no. 1 -0.04 klf to -0.04 klf at 90.00 deq. Load Sec. no. 3 -0.04 klf to -0.04 klf at 90.00 deq. Load Sec, no. 4 -0.04 klf to -0.04 klf at 90.00 deq. Load SeG. no. 6 -0.04 klf to -0.04 klf at 90.00 deq. Load Case no. 2 LL LEFT Load Sec. no. 1 -0.53 klf to -0.53 klf at 90.00 deq. Load Sec. no. 3 : -0.53 klf to -0.53 klf at 90.00 deq. Load Case no. 3 : LL RIGHT Load Sec. no. 4 -0.53 klf to -0.53 klf at 90.00 deq, Load Sec. no. 6 : -0.53 klf to -0.53 k1f at 90.00 deq. Load Case no. 4 : WLL Load Joint no. 1 2.64 kips Horizontal Load Sec. no. 1 : 0.26 klf to 0.26 klf at 90.00 deq. Load Sec. no. 3 0.26 k1f to 0.26 klf at 90.00 deq. Load Sec. no. 4 : 0.26 klf to 0.26 klf at 90.00 deq. Load Sec. no. 6 0.26 k1f to 0.26 klf at 90.00 deq. Load Combinations : Load Combination no. 1 : DL + LL + Load Case no. I X 1.00 + Load Case no. 2 X 1.00 + Load Case no. 3 X 1.00 Load Combination no. 2 : ➢L + 1/2 LL ➢NE SIDE + Load Case no. I X 1.00 + Load Case no. 2 X 0.50 Load Combination no. 3 : DL + WLL* + Load Case no. 1 X 1.00 + Load Case no. 4 X 1.00 Load Combination no. 4 : DL + LL + 1/2 WLL* + Load Case no, 1 X 1.00 + Load Case no. 2 X 1.00 + Load Case no. 3 X 1.00 + Load Case no. 4 X 0.50 Load Combination no. 5 : DL + 1/2 LL + WLL* + Load Case no. I X 1.00 + Load Case no. 2 X 0.50 + Load Case no. 00 X 0.50 1 :: 48 FT RAFTER J4055CSD 3 + Load Case no. 4 % 1.00 48 FT RAFTER J4055CSD 4 Member Data ---------------------------------------------------------------------------------------------------------------------------- ----- Initial End ----- ---- Terminal End ----- Sec. Left Flg. Right Flq. Web Sec, Depth Bracing Sec. Jt. Jt. COOT. E Jt, Jt. COOT. E Lth. Thick Width Thick Width Thick Ini. Trm. Left Right no. no. type hor. ver. C no. type hor, ver. C (ft) (in) (in) (in) (in) (in) end end O.C. O.C. hvr (ft) (ft) hvr (ft) (ft) (in) (in) (ft) (ft) --------------------------------------------------------------------------------------------------------------------------- 1 1 111 0.00 0.00 F 2 111 17.00 0.00 F 17.00 0.2500 6.00 0.2500 6.00 0.1875 7.00 24.00 5.00 10.00 2 2 111 17.00 0.00 F 3 001 17.00 -11.00 F 11.00 0.2600 3.94 0.2600 3.94 0,1700 5.90 5.90 7.50 7.50 3 2 111 17.00 0.00 F 4 111 24.00 0.00 F 7.00 0.2500 6.00 0.2500 6.00 0.1875 24.00 31.00 100 10.00 4 4 111 24.00 0.00 F 5 111 31.00 0.00 F 7.00 0.2500 6.00 0.2500 6.00 0.1975 31.00 24.00 5.00 10.00 5 5 111 31.00 0.00 F 6 001 31.00 -11.00 F 11.00 0.2600 3.94 0.2600 3.94 0.1700 5.90 5.90 7.50 7.50 6 5 111 31.00 0.00 F 7 111 48.00 0.00 F 17.00 0.2500 6.00 0,2500 6.00 0.1875 24.00 7.00 5.00 10.00 7 3 001 17.00 -11.00 F 5 111 31.00 0.00 F 17.80 A = 0.31 in'2 I = 0.01 in-*4 48 FT RAFTER J4055CSD 5 Maximum Combined Stress Ratios -------------------------------------------------------------------------------------------------------------------- Member Forces Member Stresses Allowable Stresses Unity Check Max. Sec. Load Shear Axial Bending Smear Axial Bending Axial Bending Components Comb No. Com. Force Force Moment Stress Stress Left Right Stress Left Right Axial Bending Stress No. (kip) (kip) (k-ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Left Right Ratio -------------------------------------------------------------------------------------------------------------------- 1.04 1 9.98 -0.00 -84.53 126 -1 00 1145 -19.45 1151 3100 21.66 1.00 0.65 -0.90 -0.90 2.00 1 -0.29 -14.12 -3.20 -0.32 -4.76 6.12 -6.12 15.81 30.00 23.15 -0.30 0.22 -0.29 -0.59 3.00 1 -4.14 0.29 -81.33 -0.94 0.04 18.71 -18.71 30.00 30.00 21.66 0.00 0.62 -0.86 -0.86 4.04 1 4.18 0.29 -81.57 0.95 0.04 18,77 -18.77 30.00 30.00 21.66 0.00 0.63 -0.87 -0.87 5.00 1 0.27 -14.15 2.96 0.29 -4.77 -5.66 5.66 15.81 23.15 30.00 -0.30 -0.27 0.21 -0.57 6.00 1 -9.98 0.00 -84.53 -2.26 0.00 19.45 -19.45 30.00 30.00 21.66 0.00 0.65 -0.90 -0.90 -------------------------------------------------------------------------------------------------------------------- 48 FT RAFTER J4055CSD 6 Maximum Negative Displacements and Reactions Displacement Reaction Joint Horizontal Load Vertical Load Rotational Load Horizontal Load Vertical Load Rotational Load No. (in) Com. (in) Com. (rad) Cam. (kip) Com. (kip) Com. (k-ft) Com. --------------------------------------------------------------------------------------------------- ------- 1 -0.0035 2 -1.5799 1 -0.0101 1 2 -0.0035 2 -0.0219 1 -0.0030 1 3 0.0000 0 0.0000 0 0.0000 0 0.00 0 -14.26 1 0.00 0 4 -0.0034 2 -0.0315 3 0.0000 0 5 -0.0034 2 -0.0218 1 -0.0010 3 6 0.0000 0 0.0000 0 -0.0013 1 -0.27 1 -14.26 1 0.00 0 7 -0.0034 2 -1.5808 1 -0.0034 3 � y� 48 FT RAFTER J4055C5D 7 Maximum Positive Displacements and Reactions _-.---------------.--------------------------------------------------------------------------------------------- Displacement Reaction Joint Horizontal Load Vertical Load Rotational Load Horizontal Load Vertical Load Rotational Load No. (in) Coin. (in) Com, (Tad) Com. (kip) Coin. (kip) Com. (k-ft) Coin. ------------------------------------------------------------------------------------------------------------ 1 0.1148 5 0.5375 3 0.0034 3 2 0.1114 5 •0.0071 3 0.0011 3 3 0.0000 0 0.0000 0 0.0019 4 2.80 5 6.69 3 0.00 0 4 0.1104 5 0.0875 1 0.0000 0 5 0,1094 5 0.0035 3 0.0030 1 6 0.0000 0 0.0000 0 0.0017 3 0.16 3 2.23 3 0.00 0 7 0.1094 5 0.5201 3 0.0101 1 ----------------------------------------------------------------------------------------------------------- 48 FT RAFTER J4055CSD 8 Shear Stiffener Spacing ----------------------------------------------------------------------------------------------------------------- Sec. No. Lth. Load Point Point Point Point Point Point Point Point Point Point No. Ele. (in) Com. .00 .01 .02 .03 .04 .05 .06 .07 .00 .09 ---------------------------------------....------------------------------------------------------------------------- 1 4 204.06 all none required 2 2 132.00 all none required 3 4 04.00 all none required 4 4 84.00 all none required 5 2 132.00 all none required 6 4 204.00 all none required w 1 ,f, r, ?yf. I i See Standard Endwall Drawing for Plate Thicknesses and Weld Sizes Maximum Bracing Loads: ✓5.2 k (includes a 1/3 increase for wind and seismic loads) Maximum Connection Loads: 18.5 k W/(2) 3/4" A325 Bolts 1/12.7 k W/(2) 5/9' A325 Bolts Maximum Base Plate Loads: v 3/8" 19.8 k 8.9 k} 1/2" 23.6 k 15.9 k t 5/e" 30.5 k 16.8 k} W 3/4- cb I �I /�v LTA E� s I I (OFTY, ONE AfN13TEMATER GIEPAFUMEill" SUP JE CT, SIDE SEWER ACCEPTANCE I.---Oq - 941 SS PERMIT NUMBER: Lj BUILDING PERMIT NUMBER: PROPERTY OVVNER: PROPERTYADDRESS: -Da SPECIAL COMMENTS OR PROVISIONS, It ISTALW ION APPROVED r3*-,': f � � 5c. Permit Number p�� F P"d BP Number 138 / CITY OF ARLINGTON f APPLICATION FOR PERMIT TO INSTALL SIDE SEWER ! 5-9-94 DATE Undersigned applies for permit to install side sewer on the premises in the City of Arlington, Snohomish County, Washington, described as follows: Legal Description: Lot 1 Tract A Arlington Airport The street address-of the property is 17835 .59th Drive NE The owner of the permises is Mark Thomson Owner's mailing address The dimensions and location of any buildings on the property, and the whole course of the side sewer from the public sewer to its connection with the building or property to be served is shown on the attached side sewer plat map. The side sewer contractor who will install and connect the side sewer is Addre$s of side sewer contractor xt ature or Apulic- ,t I i Action,of Sewer Superintendent Application Denied 19 for the following reasons: �� I �'Application Approved �— 1 a (with the following modifications and changes: Signature of Sewer Superintendent The Sewer Superintendent may require the permittee to furnish him plans pertaining to the application and issuance of permit. Reference is made to Chapter 13.08 Arlington Municipal Code for rules and regulations governing side sewers and connections with the public sewer. i ` �-` �1 I WATER AND SEWER FEE CALCULATION WORKSHEET Building Permit No. Z217� `W///S Application No. C Date�� 7 Service Address ( / //V /vL/ Lot Number Plat Name b-_tG� Applicant Name /l/�I/(� ��L�YI` '� Acct. No. No. SFR Units No. MFR Units rk ERU's (see next section) EQUIVALENT RESIDENTIAL UNIT F ALCULATION Discharge Facility (Category) N -(/S Design Unit ( a is) No. Design Units X Flow Per Unit (gpd) = Total Flow (gpd) Total Flow (gpd) _ 250 gpd (SFRU) = Equivalent Residential Units (ERU) WATER AND SEWER FEES ( ERU = Equivalent Residential Unit; RU = Residential Unit (single-family or multi-family)) WATER TAP-IN CHARGE ,y� First ERU, Meter Size $ 14 S�`w Additional ERU's X $ 1500.00 $ First RU, Meter Size $ Additional RU's X $ 1500.00 $ WATER CONNECTION CHARGE Meter Size /s9 $ SEWER TAP-IN ,CHARGE / ERU'S X $ 3000.00 $ RU's X $ 3000.00 $ S y SIDE SEWER PERMIT CHARGE First ERU @ $ 100.00 $ Additional ERU's X $ 20.00 $ First RU @ $ 100.00 $ LAJ Additional RU's X $ 20.00 $ S STREET REPAIRS $ S FIRE HYDRANT INSTALLATION $ S OTHER S S TOTAL CHARGES $ �� i � ps° l , U �Z TO: Airport Commission FROM: Rob Putnam, Airport Supervisor DATE: March 3, 1993 SUBJECT: LENSING OF LOT 001 ISSUE The scope and conditions of leasing Lot 001 for T-Hangar construction. BACKGROUND Earlier this year Mark Thompson expressed interest in leasing lot 001 for the construction of T-Hangars. This lot is located between the existing hangars and the approach zone for 11/29. Airport staff has worked with Mr. Thompson on locating the approach zones and the size/height of structures bordering this zone. The final approval will be determined by FAA. See attached drawing showing conceptual layout. Staff has also circulated this drawing internally to other departments for their comments which are as follows: Building Dept--Two restrooms will be required. One in the hangar to the east and on in the west. Fire Dept--Installation of three fire hydrants as located on the drawing. Water Dept--A 10" line will be required to serve the hydrants and make it useable for future extension. Sewer Dept--The existing line be extended 800' to the south with a 10" line. Airport--The property will be leased at the 1994 rates. Legal description/survey and attorney fees paid by the tenant. The taxiway shown in the drawing be required. Mr. Thompson was notified of these conditions and met with Melanie and myself on 25 Nov 1992. At this meeting Mr. Thompson indicated that he was still interested in leasing this property but was concerned with the cost of extending the sewer line and the taxiway along the southern border. Mark is willing to install both of these items but asked for the following: IL' ;' f� � 1 1 1 x `�r� �.� . � � ,. I _ , , , ti ��� •� ti _ � . �, � t i �fl1!�r ' _. I That he receives a recovery contract if development on the east side of 59th and hooks into this system. He would construct the taxiway along the south boundary but requests that this portion is not included in the lease. That he receives full compensation over a period of time, his reasoning are that he does not necessarily need this taxiway but it would create a more efficient system. Staff is in agreement with both of these statements. If he does not construct the south taxiway his tenants could taxi to the north. The draw back is if any tenant pulls his plane out of the hangar everyone to the south of him will be trapped. If the taxiway is constructed his and existing tenants would have an alternate route. Further discussions with Terry Castle and Arnie Zircle on the sewer has raised some questions on the feasibility of installing the sewer line on the airport side of 59th. There are a couple of issues that argue against this. (1) The force main is location on the airport side. The additional connections and shoring of the trench to install along side adds to the costs. If its installed on the East side it would be a straight run from the existing manhole but costly to bore under 59th to the airport side. (2) The airport as the developer should be responsible for the extension if its really need on this side. The cost of installing this line to service two restroom is not feasible. Airport staff has no plans to lease any property to the south of this site and the only development that might occur that would need sewer would be on the east side of 59th. There has been discussion that this area from lot 001 to 172nd might be a good location for a park and ride. One other option would be to allow Hr. Thompson to install a septic system although staff discourages this idea. ALTERNATIVES 1. Approval with staff recommendations 2. Approval with condition changes. 3. Denial. Staff Recommendations: Approval of the lease with the following conditions. 1. Subject to FAA approval- 2. Lease the site as one unit. 3. Lease property at 1994 rates .0924 square feet. 4. Tenant pays survey/legal description/attorney fees. ' ... ' ' � s 1 i' 5. Tenant install 10" water line with three (3) hydrants. Locations approved by the Fire Chief. 6. Tenant installs pump and line to connect to existing -manhole. 7. Tenant will construct the south taxiway. This portion will be excluded from the lease and the Airport will pay half of the construction cost over a period of five (5) years. Airports share would be no more than $11.500 8. Power from the NE corner of the property will be installed underground onto the site. 9. The barb wire fence along 59th will be removed and a chain link fence to be installed. The set back for the fence will be the same as the new fencing to the North. 10. All applicable mitigation and connection fees to be paid by the tenant. If the tenant installs a eight foot wide gravel path between the fence and 59th Ave from near the pump house to the south border of his lot he would get credit for the park mitigation. Rob Putnam Airport Supervisor � I 1 I City of ARLINGTON UTILITIES DEPARTNIENT CHECKLIST PERMIT # ✓✓ y / DATE ACCOUNT # NAME: ADDRESS: LEGAL: BUILDING USE: # OF BUILDING UNITS: PLEASE NOTE ALL NECESSARY CORRECTIONS OR REQUIREMENTS ON SITE PLAN IN RED. 1/ 5 WATER METER REQUIRED: YES NO SIZE SEWER REQUIRED: YES ✓ NO HEALTH DEPT. APPROVAL: YES NO ✓ SIDE SEWER PERMIT REQUIRED: YES - NO TOTAL DESIGN UNITS REQUIRED: GARBAGE CONTAINER PAD: YES NO HYDRANT REQUIRED: EXISTING REQUIRED ✓ LOCATION: A'S P�m A-e r do Vol_t co N s i, CURB: SIDE WALK: PAVING: STORM DRAINAGE: CROSS-CONNECTION CONTROL (D.slrrm: YES NO BACKWATER VALVE (B.scHL on): YES NO SPECIAL DISCHARGE INTO WWTP (PERMIT REQUIRED): COMMENTS OR SPECIAL PROVISIONS: 1 A-m "so w.t►-ic oNc vHesc-x_ i=o(L �+t- P2Gy.r,4�La�y r-v za LNL,t 6F ccN.57-, owaf .g r TD S�tziFyG CZ C-�otiJ c-77)'9 LS ::ZZ� GQ.�+ GaD.CS D.C. UTILITIES SUPERVISOR: ✓ DATE: ✓—/5�1� \wp51\sherri\Utdform i . ' • ,, - ti CITY OF ARLINGTON MEMORANDUM TO: Building Permit Application fo _ - FROM: Department of Community Development Effective date: SUBJECT: Mitigation Fees In addition to the permit fees as outlined on the building permit the following additional mitigation fees are required. These fees shall be paid prior tot he building permit being issued. PLAT NAME: �•1 DEVELOPER: ADDRESS: l� PHONE: L� Lot #: �--- MITIGATION FEE PAID DATE 1. Traffic Mitigation $500 2. Park Mitigation $100 3. School Mitigation $941 TOTAL Signature: Date: \wp51\9herrAinidg.fnn Department of Community Development 238 N. Olympic Ave. - Arlington, WA 98223 • (206) 435-0724 - FAX (206) 435-3906 •.l t 'r � '} �. l BUILDING , ERMIT APPLICATIOK CHECKLIST RES & DUPLEX COMM & M APPLICA N ✓ APPLICATION SITE AN ✓ SITE PLAN A . DRAWING ✓ ARCH. DRAWINGS RUCT DRAV� STRUCT DRAWING L AL DES CR Y.; _ LEGAL DESCRIPTION ENE GY CALC (� _ ENERGY CALCS STO DRAIIS' _ STORM DRAINAGE SEPTIC _ SEPA CHECKLIST _ UTILITY DRAWINGS _ STRUCT CALCS THREE (3) COPIES OF EAC. 4) COPIES OF EACH ARE ARE REQUIRED FOR APPLICATION REQUIRED FOR APPLICATION ZONING SETBACKS: FRONT USE REAR LOT COVERAGE SIDE ]PERMIT TRACKING Name I'IIArZK Permit # q4 K'H AC Project Type �K Date Received -3-7-1744\ DISTRIBUTED RETURNED DISTRIBUTED RETURNED Public Works Engineering Fire Dept. John Farrens Date Returned for Corrections Date Resubmitted with Corrections Made Date Ready to Issue Date Issued DATE: SIGNED: \wp51\shcrrAChecklist.D P I P; - - - - - - - - - - Is . � s ti (` JILDING PERMIT FILE CHECKLI— Applicant Name Job Address Legal Description on file N/A Plans Requirement Checklist Completed N/A Planning and Zoning Review Completed N/A Energy Calculations - WSEC On File N/A Field Inspection Record - Job card issued Site Plan - On File N/A Copy of Plans - On file Hanging Health Department Approval - On file N/A S.E.P.A. Checklist - Exempt On file N/A Utilities Information Questionnaire & Application - On file Existing adequate N/A Fire Dept. Appr. N/A Comments on file Verbal appr. by Date _ Time Airport Commission Approval - On file N/A Eng. Approval - Storm Drainage - verbal approval by Date Time N/A Contractors Registration # Status Expiration date N/A Structural Calculations - On file N/A Soils Data - Assumed stable soil On file N/A Certificate of Occupancy - Date issued N/A \wp51\sherri\Tracking.pmt r City of ARLINGTON Building Department PLANNING AND ZONING REVIEW I. ZONING COMPLIANCE: A. Zone Classification B. Permit Use: Yes No C. If no, extension of non-conforming use: D. Minimum lot size required: Shown: E. Yard Requirements: Required Shown 1. Front 2. Side 3. Rear F. Height limitations, Maximum G. Landscaping and plan required: Yes No H. Parking: 1. Off-street parking required: Yes No 2. Plan provided: Yes No 3. Adequate parking provided: Yes No II. LOT COVERAGE A. ALLOWED: MORE/LESS SHOWN: APPROVED NOT APPROVED DETERMINATION OF S.E.P.A. CATEGORICAL EXEMPTION Action / Application Title: SFR Brief Description of action: EXEMPT Code reference allowing exemption: W.A.C. 197-11-800 1 (i)b Person making determination: Date: \wp51\sheen\BP-SEPA.frm CASCADE SURVEYING �.� surveyors & ENGINEERING, INC. Engineers ARLINGTON,WA 102 IF Division •PO Box 326 98223 435-5551 •652-7572 `�— "` Planners FAX 435-4012 DRAINAGE CALCULATION'S FOR MARK THOMPSON LOT 001, TRACT A Based on the site plan, Tract A will become about 75 percent impervious. This gives an area of 33 , 200 square feet of impervious surface. A series of soil test holes were dug in the proposed infiltration trench location. Based on the soil logs a perc rate of 1 minute per inch was established for the deeper soils (below 30 inches from the surface) . For design purposes 2 minutes per inch will be used. The inflow per square feet of impervious was established from the intensity/duration curve for the area. The outflow was established by: Assuming a trench dimension of 2 feet wide by 2 foot deep. Cross sectional trench area = 4 square feet. Assume a 30% void area. Cross sectional pipe area (610) = 0 . 20 square feet. Storage volume = (4 - . 2) . 3 + . 2 = 1. 34 . Half the wetted perimeter = 4 feet. INFILTRATION F , 4 . 0 ft.2 x 1 in. x 60 min. x 1 ft. = 10 c. f. /ft. /tir F. O } ft. 2 min. 1 hr. 12 in, ECEIVRO F o , fit, APR 05 fir, 2 6 ?.%I! �+'OF�O l l�l(i'I(.li�j S1ONAL G PIRes OUTFLOW TiMd :k 10) iA4 60 MINUTES OUTFLOW 10 3 , bi is j ,94 20 4, 61 25 5481 30 6aJ4 Required Trench Length Per Time ' Inflow Divided By Outflow Sai Ft, of Impervious 9 A264 ;' 10 ib4bj ' ioiJ4 Pgdk it A490 20 idgo ;� 4AJ S oi�j 25 i66085i = adiid ja 909W 6, 34 adiJ4 k l3j200 445 E66t bt 2 fts b� 2 it ti-glich t4lii bg (A A. :: -- N N N W x o C :I,i• U o 0 o IO O i i' NAME Mark Thompson Job Ro. 10iji SOIL LOG 1. 0-18" $rowh loamy sand 4 MPI 18-80'4 Grey gravelly medium sand i MPI SOIL LOG 2 . 0_iah bkowh ioamy Sandy 4 MPI 10-24" Red/Tate loamy 9&nd 4 IIPI 24-65i'-� Gray gravelly medium sand i MPI SOIL LOG 3 . 0-12 it BroWn loamy sandy 4 MPI 12-30" Redjtdh loamy. sehd 4 MPI 30-7264- Gray 4rat3e11y 1iedium sand i Mpf SOIL LOG 4. 0-12'1 Bro4th loamy sshd MPf 12-24" Red/tAh loamy sand 4 MPI 24-724 gkfiy gravelly medium sand i MPI SOIL tod 5 0-11i, Brown loAray band 4 MPf 11-2811 Red/tan 106Ai 9dhd 4 MPI 29-7214 Gray graV6lly riibdium sand i MPI SOIL tod a, 0-14" Brown loamy sand 4 MPf 14-3611 Red/tan loamy sand 4 MPI 36-48'1 Gray gravelly medium sand i MPI 48-70 Gray gravelly coarse sand 1 MPI t � 5 - 120.6/ ' ,'-'/??.6.3' i /Jo.00' - nN 85 d 43 4/" E )z O ;r 6FOI 0 \ �,�� b• Qo � V � ho � � . /Zo. 61 I ' /22. es IN cPS 4.3'41" CP • I • i fII i ! 1111>< , IV ii I I I I �lllll I III � a w Pa 3 LL J --------------- 1�- -- U1 O lam r � L0 39Vd ACIFIC BUILDING SMMIS 2100 N. PACIFIC HWY. WOODBURN, OR 97071 Mtn 0 1`,- 94 Spread Footing Desiqn r Column Location .......... Design Specifications .... EXPIRES S/�0/ Concrete Yield Strength = 2500 psi Steel Yield Strength = 40000 psi Allowable Soil Bearinq = 1500 psf Minimum Cover = 0 in Column Reactions ......... Horizontal = 0.0 kips Vertical = 14.6 kips 'F;'U 1. Uplift = 3.0 kips Footing Dimensions ....... • 2 7 7.? 12 Width = 3 ft 10 in Length = 3 ft 10 in Depth = 16 in SU�� 17 Reinforcing Steel ........ Bottom Bars = 4 # 4 e.w. Top Bars = none required Tie Bars = none required k i 1 .10 4 01 N019 4 , I CI-IA1333EI r � �; _ 3� �xwc ' /o,5 cl-4 -o 8 3 E B t e z 1 //• L)s /l Ta F7e4ME // J _ V-6 = . 3 0 zI ( J 1:54- ► l4//0,5� 3 � S f �{s C48 C6 Z.4 3 4,� IJ�Oc, Z�84- 12�14� -�'[o(43g ( 1,06) '•1 4g�2) = R-58 � S w 8 - �S N vus z bat') l,3 I ZZ 5/&"� P,,dys O-r /oo 5PACIAA, -,00 21 MITIGATED DETERMINATION OF NONSIGNIFICANCE DESCRIPTION OF PROPOSAL: Construction of 60 units of rental aircraft hangars and related taxiway and parking ramps. PROPONENTS: Mark and Karen Thompson P.O. Box 299 Lakewood, WA 98259-0299 Location of Proposal: Property is located on Lot 1 Arlington Airport, 17700 block of 59th Drive NE, Arlington, WA 98223 . Lead Agency: City of Arlington 238 North Olympic Ave. Arlington, WA 98223 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. The significant probable impacts adverse impacts have been mitigated per the mitigation agreement on file. An environmental impact statement (EIS) is not required under RCW 43 .21C. 030 (2) (c) . This decision was made after review of a completed environmental impact checklist and other information on file with the lead agency. This information is available to the public on request. This MDNS is issued under 197-11-340 (2) ; the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by May 5th. 1994 Responsible Official: Thomas R. Myers Position/Title: City Administrator Address: City of Arlington Department of Community Development 238 North Olympic Arlington, WA 98223 Date: April 19, 1994 Signature: For Th a R. Myers PROJECT ENVIRONMENTAL MITIGATION AGREEMENT This agreement is entered into by and between the City of Arlington, a municipal corporation of the state of Washington, hereinafter referred to as "City" , and Mark Thompson hereinafter referred to as"Owner" . RECITALS A. Owner desires to undertake the following project within the City of Arlington (Hereinafter referred to as "Project") : Construction of 60 units of rental aircraft hangars and related taxiway and parking ramps. B. The City has determined that the construction of Project will result in the following probable significant adverse impacts to the environment: 1) Storm water run-off resulting from impervious surfaces and related potential contamination of ground water from aeronautical uses of hangars. 2) Additional traffic impact of an estimated rate of 10 ADT per day on all adjacent intersections and roads. 3) Need for recreational facilities in conjunction with the Project. 4) Need for provision of additional fire protection ability in conjunction with construction and occupancy of Project. 5) Need for provision of water and sewer utilities to and through the site to serve this project and those which may occur beyond. C. The parties desire to enter into this agreement so as to mitigate the adverse impacts of the project, for the mutual benefit of the parties and in the public interest. NOW, THEREFORE, the parties do hereby agree as follows: COVENANTS 1. The owner shall undertake the following mitigation measures to ensure that the probable significant adverse environmental impacts of the Project are minimized or eliminated: a) Owner agrees to construct 1200 LF of walking trails on site as negotiated with Rob Putnam, Airport and Parks Supervisor Construction of this trail shall occur prior to occupancy of the third Hangar building. Specific location of trail shall be as directed by the Airport and Parks Supervisor. Trail construction design shall be subject to approval of the City Engineer. b) Owner shall extend water and sewer service as required by the Director of Public Works and subject to construction drawings as approved by the City Engineer. c) Owner shall extend water lines for fire protection and install hydrants as directed by the Arlington Fire Chief. Fire protection system shall meet adequate flow standards as required by the Fire Chief and Public Works Director. d) Owner shall pay $500 . 00 for traffic mitigation which shall be used north of the site on 59th Drive NE for the installation of culvert and shoulder widening at 59th and 195th. e) Owners shall submit an engineered storm drainage plan for review and approval by the City Engineer prior to any site grading or construction. This plan shall be designed to the Stormwater Program Guidance Manual for the Puget Sound Basin - The Technical Manual. 2 . The parties acknowledge that this agreement is entered into pursuant to RCW Chapter 43 . 21C, the State Environmental Policy Act (SEPA) , and Title 18 of the Arlington Municipal Code, to provide for mitigation of existing and known probable environmental impacts associated with the Project. This agreement is not, and shall not be construed to be, a voluntary agreement pursuant to RCW 82 . 02 . 020, and the provisions of RCW 82 . 02 . 020 shall not be applied hereto. 3 . Both parties acknowledge that the mitigation measures described above are the best efforts of both parties to mitigate adverse impacts of the project. This agreement does not preclude any evaluations and determination by the City upon later actions or proposals undertaken by the Owner which may require a determination of significance and environmental review under SEPA. Dated this day of 1994 . Owner Robert Kraski, Mayor STATE OF WASHINGTON) ) ss COUNTY OF SNOHOMISH) On this day personally appeared before me to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this day of . 1994 NOTARY PUBLIC in and for the State of Washington, residing at My Commission Expires: STATE OF WASHINGTON) ) ss COUNTY OF SNOHOMISH) On this day personally appeared before me Robert Kraski, to me known to be the Mayor of the City of Arlington and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this day of ; 1a94 NOTARY PUBLIC in and for the State of Washington, residing at My Commission Expires: ENVIROMENTAL CHECKLIST A. BACKROUNO 1 . Name of proposed project , if applicable: NA 2. Name of applicant : Mark and Karen Thompson 3. Address and phone number of applicant and contact person : Mark Thompson P . O . Box 299 Lal,r,:ood, WA 9H,2? 9-0299 652-753O(ove. ) o�i-iilb � cay) 4 . Date checklist prepared: 7/12/93 5 . Aaency requesting checklist : City o£ .krlinp-ton 6. Proposed timing or schedule (including phasing, if applicable) : Phase One Sixteen Units constructed Summer/fall 93 Phase Two Twenty Units constructed Summer 94 i Phase Three 'twenty-four Units constructed Fall 94/95 7. Do you have any plans for future additions , expansions or further activity related to or connected with this proposal ? None 8. List any enviromental information you know about that has been prepared, or will be prepared, directly related to this proposal . None knourn 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal ? No If yes , explain : 10. List any governmental approvals or permits that will be needed on your proposal , if known Arlington Airrnort Commission - Anoroved City of Arlington - project aonroved; permit required F.A.A . - aonroved 11 . Give brief, complete description of your proposal , including the proposed uses and size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal . You do not need to repeat those answers on this page. 'rhe cro.jec t will consist of tl.ree T-fiangar buildings , taxiways , and uarki ng ramns for sixty rental .:nits . Page 2 11. (cont) 12. Location of the proposal . Give sufficient information for a person to understand the precise location of your proposed 'project , including street address , if any, and section , township and range , if known. if a proposal would accur over a range of area, provide the range boundaries of the site (5) . Provide a legal description, site plan , vicinity map, and topographic map , if reasonably available. While you should submit any plans required by the agency, you are not required to dupl i cate macs or detailed plans submitted with any permit related to this checklist. Lot 1 — A:llnjp:ton Air:;orc 17700 Block 59th Ur. N.E. Arlington , WA TO BE COMPLETED BY APPLICANT EVALUATION For agency use B. ENVIROMENTAL ELEMENTS only 1. Earth a. General description of the site (circle one) : Flat, rolling, hilly, steep slopes , mountainous , other b. What is the steepest slope on the site (approximate percent slope) ? A. -,., 1 u1,. c. What general types of soils are found on the site (for example, clay, sand, gravel , peat, muck) ? If you know the classification of agricultural soils , specify them and note any prime farmland. sand Page 3 d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe No e. Describe the purpose, type , and approximate quantities of any filling or grading proposed. Indicate source of fill . 1000 ,yards , cut and fill to balance no exhort or import of soil f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. No g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings) ? Eigtity percent h. Proposed measures to reduce or control erosion , or other impacts to the earth if any: Grass planted on all disturbed areas . 2. AIR a. What types of emissions to the air would result from the proposal ( i .e. , dust, automobile , odors , industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known: During: dust and construction noise Completion: automodle and airplane engines b. Are there any off-site sources of emissions or odor that may affect your proposal ? If soy generally describe : None Page 4 C. Proposed measures to reduce or control emissions or other impacts to air, if any: Pone 3. WATER a. Surface: 1 ) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams , saltwater, lakes , ponds , wetlands) ? If yes , describe the type and provide names. IF appropriate , state what stream or river it flows into. None 2) Will the project require any work over, in , or adjacent to (within 200 feet)of thedescribed waters? If yes , please describe and attach avail- able plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material : None 4) Will the proposal require surface water withdrawls or diversions? Give general description, purpose, and approximate quantities if known:_ No 5) Does the proposal lie within a 100 year Floodplain. If so, note location on the site plan: No 6) Does the proposal involve any discharge of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge: No Page 5 b. GROUND 1 ) Will ground water be withdrawn , or will water be discharged to ground water? Give general description , purpose , approximate quantities if known: Rainwater will be discharged to the ground through infiltration devices . 2) Describe waste material that will be discharged into the ground from septic tanks or other sources , if any ( for example: Domestic sewage, industrial , containing the following chemicals. . . ,agricultural , etc. ) Describe the general size of the system, the number of such systems , the number of houses to be served (if applicable) , or the number of animals or humans the system (s) are expected to serve: None - Site is served by sewer c. Water Runoff ( including storm water) : 1) Describe the source of runoff ( including storm water) and method of collection and disposal , if any ( include quantities , if known,) . Where will this water flow? Will this water flow into other waters? If so, des- cribe : Rainwater will be disc:;arged to the ;: :und through infiltration devicos . 2) Could waste materials enter ground or surface waters? If so, generally describe: No d. Pr000sed measures to reduce or control surface, . ground, and runoff water impacts , if any There should be no run-off. 4. PLANTS: a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple , aspen , other evergreen tree : fir, cedar, pine , other shrubs L grass pasture crop or grain wet soil plants , cattail , buttercup, bullrush , skunk cabbage , other Page 6 water plants : water lily , eelgrass , miIfoiI , other other types of vegetation b. What kind and amount of vegetation wilt be removed or altered? Grass c. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Reolant ;crass in the disturbed areas . 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site : birds : hawk, heron , eagle, songbirds , other seagulls , swallows , starlings mammals: Deer, bear, beaver, elk, other: fish : bass , salmon , trout, herring, shellfish , other b. List any threatened or endangered species known to be on or near the site: None known c. Is the site part of a migration route? If so, explain : None known d. Proposed measures to preserve or enhance wildlife , if any: None 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electrical , natural gas , oil , wood stove , solar) will be used to meet the completed project ' s energy needs? Describe whether it will be used for heating, manufacturing, etc. : Electric energy For li;:hting only. 'there will be no heating because it is a storage area. '• Page 7 b.. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe NO c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts , if any: None 7. ENVIROMENTAL HEALTH a. Are there any envi romental heal th hazards, including exposure to toxic chemicals , risk or fire and explosion , spill , or hazardous waste, that could occur as a result of this proposal ? If so, describe None known 1) Describe special emergency that might be required: None known b. Noise 1) What types of noise exist in the area which may affect your project ( for example: traffic, equipment, operation other) ? None 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construc- tion , operation , other) ? Indicate what hours noise would come from the site : Short term: con3truction noise - daylight hours Long term: traffic , airplane en_7_ne - anytime during day and ev�nln 3) Proposed measures to reduce or control noise impacts , i f any None Page 8 8. LAND AND SHORELINE USE a) What is the current use of the site and adjacent properties? Site : vacant land Adjacent : aircraft storage b) Has the site been used for agriculture? If so, describe Yes . Turf farm C. Describe any structures on the site None d. Wi 1 1 any structure be demolished? If so, what? None What is the current zoning classification of the site? Airport eo f. What is the current comprehensive plan designation of the si te? Airport Hangars If applicable, what is the current shoreline master program designation f the site? NA h. Has any part of the site been classified as an "enviromentaIiy sensitive" area? If so, specify Not knnwn i . Approximately how many people would reside or work in the completed project? None j . Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts , if any: None 1 . Proposed measures to ensure the proposal is compatible with exisitng and projected land uses and plans , if any None 4. HOUSING a. Approximately how many units would be provided, 1F any? Indicate whether high , middle , or low-income housing. None Page 9 c. Proposed measures to reduce or control housing impacts , i f any: None 10. AESTHETICS a. What is the tallest height of any proposed structure (s) , not including antennas , what is the principal exterior building material (s) proposed? Thirteen feet. Steel (nr�i n1-Prl 1 is exterior material. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts , if any None 11. LIGHT AND GLARE a. What type of light and glare will the proposal produce? What time of day would it mainly occur? Sunli:;ht will be reflected off the metal roof during day ignc nours. b. What existing off-site sources of light or glare may effect your proposal ? None c. Could light or glare from the finished project be a safety hazard or interfere with views? No d. Proposed measures to reduce or control light and glare impacts , if any: None 12. RECREATiON a. What designated and informal recreational opportunities are in the immediate vicinity? Baseball fields and nark b . Would the proposed Project displace any existing recreational uses? If so, describe: No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any None Y. i Page 10 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects 1 isted on , or proposed for, national , state , or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological , scientific, or cultural importance known to be on or next to the site. None known c. Proposed measures to reduce or control impacts , if any: None ,04. TRANSPORTATION a. Identify public streets and highways serving the site , and describe proposed access to the-existing street system. Show on site plans , if any Access to project is throu;-h Airport entrance on 59th Dr. NE. b . Is site currently served by a public transit? If not, what is the approximate distance to the nearest transit stop? Nnt knnwn c. How many parking spaces would the completed project have? How many would the project el iminate? None, None d. Will the proposal require any new roads or streets , or improvements to existing roads or streets , not including driveways? If so, generally describe ( indicate whether public or private) New taxiways which are part of the project are proposed f. How many vehicular trips per day would be generated by the completed project? If known , indicate when peak volumes would occur U1,L Approximately eight trios per da:F. Peak times occur on weekends. g. Proposed measures to reduce or control transportation impacts , if any None 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools , other) ? IF so, generally describe None Page 11 b. Proposed measures to reduce or control direct impacts on public services , i f any None 16. UTILITIES a. Circle utilities currently available at the site, electricity natural gas , water refuse service, telephone , anitary sewer, septic system, other: b. Describe the ut i i i ties that are proposed for the project, the utility providing the service , and the general construction activities an the site or in the immediate vicinity which might be needed. Electricity-PUD Telephone- GTE Water and Sewer-Arlington Water an�i Sewer District C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: '�/ 1 M. A_. �: V ENVIROMENTAL CHECKLIST A. BACKROUND 1. Name of proposed project , if applicable: NA 2. Name of applicant: Mark and Karen Thompson 3. Address and phone number of applicant and contact person: Mark Thom son P.O. Box 299 L,-,1- ,!:ood, WA 91-1259-0299 652-7530(0ve. ) b51-111 day) 4. Date checklist prepared: 7/12/93 5 . Agency requesting checklist : City of Arlington 6 . Proposed timing or schedule (including phasing, if applicable) : Phase One Sixteen Units constructed Summer/fall 93 Phase Two Twenty Units constructed Surnmer 94 Phase Three Twenty-four Units constructed Fall 94/95 7. Do you have any plans for future additions, expansions or further activity related to or connected with this proposal ? None 8. List any envirorrental information you know about that has been prepared, or will be prepared, directly related to this proposal . None known 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? . No If yes , explain : 10. List any governmental approvals or permits that will be needed on your proposal , if known Arlington Airoort Commission - Approved. City of Arlington - project approved; permit required F.A.A. - anprroved 11. Give brief, complete description of your proposal , including the proposed uses and size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal . You do not need to repeat those answers on this page. The project will consist of three T-Hangar buildings , taxiways . and i)arkinF ramps for sixty rental units . Page 2 11. (cont) 12. Location of the proposal . Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township and range , if known. If a proposal would accur over a range of area, provide the range boundaries of the site (s) . Provide a legal description , site plan , vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit related to this checklist. Lot 1 - Arline;ton Airoort 17700 Block 59th Dr. N.E. Arlington, WA TO BE COMPLETED BY APPLICANT EVALUATION For agency use B. ENVIROMENTAL ELEMENTS only 1. Earth a. General description of the site (circle one) : Flat, rolling, hilly, steep slopes, mountainous , omit e� b. What is the steepest slope on the site (approximate percent slope) ? to 1 (/ c. What general types of soils are found on the site (for example, clay, sand, gravel , peat, muck) ? If you know the classification of agricultural soils, specify them and note any prime farmland. sand i � . � i ,. Page 3 d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe No e. Describe the purpose, type , and approximate quantities of any filling or grading proposed. Indicate source of fill . 1000 ,yards , cut and fill to balance no export or imrort of soil f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. No g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Eighty percent h. Proposed measures to reduce or control erosion , or other impacts to the earth if any: Grass planted on all disturbed areas. 2. AIR a. What types of emissions to the air would result from the proposal ( i .e. , dust, automobile, odors , industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known : During: dust and construction noise Completion: automobdle and airplane engines b. Are there any off-site sources of emissions or odor that may affect your proposal? If soy generally describe: None � � - .; ,, �I� Page 4 c. Proposed measures to reduce or control emissions or other impacts to air, if any: Pone 3. WATER a. Surface: 1 ) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams , saltwater, lakes, ponds , wetlands) ? If yes , describe the type and provide names. If appropriate , state what stream or river it flows into. None 2) Will the project require any work over, in , or adjacent to (within 200 feet)of thedescribed waters? If yes, please describe and attach avail- able plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material : None 4) Wi l l the proposal require surface water wi thdrawls or diversions? Give general description, purpose, and approximate quantities if known:_ No 5) Does the proposal lie within a 100 year floodplain. If so, note location on the site plan: 6) Does the proposal involve any discharge of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge: No i •- � - r • J i��� Page 5 b. GROUND 1) Will ground water be withdrawn , or will water be discharged to ground water? Give general description , purpose , approximate quantities if known : Rainwater will be discharged to the ground through infiltration devices. 2) Describe waste material that wi 11 be discharged into the ground from septic tanks or other sources , if any (for example: Domestic sewage, industrial , containing the following chemicals. . . ,agricultural , etc. ) Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system (s) are expected to serve: None — Site is served by seL,er c. Water Runoff (including storm water) : 1) Describe the source of runoff ( including storm water) and method of collection and disposal , if any (include quantities , if known,) . Where will this water flow? Will this water flow into other waters? If so, des- cribe: Rainwater will be diseiiargpd to the aground through infiltration devices. 2) Could waste materials enter ground or surface waters? If so, generally describe: No d. Proposed measures to reduce or control surface, ground, and runoff water impacts , if any There should be no run—off. 4. PLANTS: a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen , other evergreen tree: fir, cedar, pine , other shrubs }( grass was ture crop or grain wet soil plants , cattail , buttercup, bullrush , skunk cabbage, other ' �' f � _ � `' Page 6 water plants : water lily, eelgrass , milfoil , other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Grass C. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Replant t,rass in Lhe disturbed areas. 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site : birds: hawk, heron, eagle, songbirds, other seagulls , swallows , starlings mammals: Deer, bear, beaver, elk, other: fish: bass , salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site: None known C. Is the site part of a migration route? If so, explain : None known d. Proposed measures to preserve or enhance wildlife, if any: None 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electrical , natural gas , oil , wood stove, solar) will be used to meet the completed project 's energy needs? Describe whether it wi l l be used for heating, manufacturing, etc. : Electric enemy for lipvlating only. There will be no heating; because it is a storage area. Page 7 b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe No c. What kinds of energy conservation features are included in the plans of this proposal ? List other proposed measures to reduce or control energy impacts , if any: None 7. ENVIROMENTAL HEALTH a. Are there any enviromental health hazards , including exposure to toxic chemicals , risk of fire and explosion, spill , or hazardous waste, that could occur as a result of this proposal ? If so, describe None known 1) Describe special emergency that might be required: None known b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation other)? None 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construc- tion , operation , other) ? Indicate what hours noise would come from the site: Short term: con3truction noise - daylight hours Long term: traffic, airplane engine - anytime during day and evening 3) Proposed measures to reduce or control noise impacts , if any None ;. 1 I Page 8 8. LAND AND SHORELINE USE a) What is the current use of the site and adjacent properties? Site: vacant land Adjacent : aircraft storage b) Has the site been used for agriculture? If so, describe Yes. Turf farm C. Describe any structures on the site None d. Wi 1 1 any structure be demolished? If so, what? None e. What is the current zoning classification of the site? Airport f. What is the current comprehensive plan designation of the site? Airport Hangars g. If applicable, what is the current shoreline master program designation of the site? NA h. Has any part of the site been classified as an "enviromentally sensitive" area? If so, specify Not known i . Approximately how many people would reside or work in the completed project? None j . Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts , if any: None 1 . Proposed measures to ensure the proposal is compatible with exisitng and projected land uses and plans, if any None 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None +� - - � x� r.• w ' .... Page 9 c. Proposed measures to reduce or control housing impacts , if any: None 10. AESTHETICS a. What is the tallest height of any proposed structure (s) , not including antennas , what is the principal exterior building material (s) proposed? Thirteen feet. Steel (painted ) is exterior material. b. What views in the immediate vicinity would be altered or obstructed? None C. Proposed measures to reduce or control aesthetic impacts , if any None 11. LIGHT AND GLARE a. What type of light and glare will the proposal produce? What time of day would it mainly occur? Sunlight will be reflected off the metal roof during dayilgftt Flours. b. What existing off-site sources of light or glare may effect your proposal ? None c. Could light or glare from the finished project be a safety hazard or interfere with views? No d. Proposed measures to reduce or control light and glare impacts , if any: None 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Baseball fields and park b . Would the proposed project displace any existing recreational uses? If so, describe: No c. Proposed measures to reduce or control impacts on recreation , including recreation opportunities to be provided by the project or applicant, if any None �: S I� I 1 1I i t z, I Page 10 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on , or proposed for, national , state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological , scientific, or cultural importance known to be on or next to the site. None known C. Proposed measures to reduce or control impacts , if any : None 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the-existing street system. Show on site plans, if any Access to project is throut-1-h Airport entrance on 59th Dr. NE. b. Is site currently served by a public transit? If not, what is the approximate distance to the nearest transit stop? Not knnr.rn c. How many parking spaces would the completed project have? How many would the project eliminate? Alone, None d. Will the proposal require any new roads or streets , or improvements to existing roads or streets , not including driveways? If so, generally describe (indicate whether public or private) New taxiways whicii are part of the project are proposed f. How many vehicular trips per day would be generated by the completed project? If known , indicate when peak volumes would occur Approximately eipit trips per day. Peak times occur on weekends. g. Proposed measures to reduce or control transportation impacts , if any None 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools , other) ? If so, generally describe None t �; .. I �� ;� Page 11 b. Proposed measures to reduce or control direct impacts on public services , i f any None 16. UTILITIES a. Circle utilities currently available at the site, electricity natural gas , water refuse service, tele hone, sanitary sewer, septic system, other: b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity-PUD Telephone- GTE Water and Sewer-Arlington Water and Sewer 1)istri,t C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: / 3 3 b� S City of Arlington Legal Description January 5, 1994 LOT 001, TRACT A Commencing at the North quarter corner of Section 22, Townsha.p 31 North, Range 5 East, W.M. ; thence S 40 30' 38" E along the North-South centerline of said Section 22 for a distance of 4353 .79 feet; thence S 85° 43 ' 4111 W for a distance of 356 .43 feet to the True Point of Beginning; thence continue S 850 43 ' 4111 W for a distance of 120. 61 feet; thence S 40 16' 1911 E for a distance of 367 . 00 feet; thence N 850 43 , 4111 E for a distance of 120. 61 feet; thence N 40 16' 1911 W for a distance of 367 . 00 feet to the True Point of Beginning. Together With and Subject To reciprocal access easements over and across all existing and proposed taxi-ways to the benefit of Arlington Airport. i Situate in the County of Snohomish, State of Washington. Containing 1. 0162 acres of land. 14 �G 12716 �! EXPIRES 12P_31g5 6177B. leg sm/rd/jo -TNvinP:ar/ City of Arlington Legal Description January 5, 1994 LOT 001, TRACT B Commencing at the North quarter corner of Section 22, Township 31 North, Range 5 East, W.M. ; thence S 40 30' 38" E along the North-South centerline of said Section 22 for a distance of 4353 .79 feet; thence S 850 43 ' 41" W for a distance of 233 .80 feet to the True Point of Beginning; thence continue S 850 43 ' 41" W for a distance of 122. 63 feet; thence S 40 16' 19" E for a distance of 451. 00 feet; thence N 850 43 ' 41" E for a distance of 122 . 63 feet; thence N 40 16' 19" W for a distance of 451. 00 feet to the True Point of Beginning. Together With and Subject To reciprocal access easements over and across all existing and proposed taxi-ways to the benefit of Arlington Airport. Situate in the County of Snohomish, State of Washington. Containing 1.2697 acres of land. j} O EXPIRES A2231 q 6177B. leg sm/rd/jo City of Arlington Legal Description January 5, 1994 LOT 001, TRACT C Commencing at the North quarter corner of Section 22, Township 31 North, Range 5 East, W.M. ; thence S 40 30' 38" E along the North-South centerline of said Section 22 for a distance of 4353 .79 feet; thence S 850 43 ' 4111 W for a distance of 103 .80 feet to the True Point of Beginning; thence continue S 850 4311 4111 W for a distance of 130.00 feet; thence S 40 16' 19" E for a distance of 535. 00 feet; thence N 850 43 ' 4111 E for a distance of 130. 00 feet; thence N 40 161 1911 W for a distance of 535. 00 feet to the True Point of Beginning. Together With and Subject To reciprocal access easements over and across all existing and proposed taxi-ways to the benefit of Arlington Airport. Situate in the County of Snohomish, State of Washington. Containing 1. 5966 acres of land. C � o[. 12716 J RFcrs11�°�' /0`VA L LAB ExpMs 12rz3195 6177B. leg sm/rd/jo CITY OF ARLINGTON CONSTRUCTION PERMIT �® _ �387 ❑ COMBINATION ® BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. OWNER MAIL ADDRESS CITY ZIP PHONE Mark Thompson P.O. Box 299 Lakewood 98259 652-7530 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE Dennis Chivers AIA 19304 Fremont Ave Seattle 98133 546-9686 GENERAL CON TI(F CiOR MAIL ADDRESS CITY ZIP PHONE LICENSE N Owner -, Mark Thompson P.O. Box 299 Lakewood 98259 652-7530 MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N CLASS OF WORK EjqNLW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLI PION ❑BUILDING RELOCATION VALUATION OF WORK s 334, 769 DESCRIBE WORK new construction 16 unit T Hangar PROPOSED USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- Aircraft storage TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL DESCRIPTION Of PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOT-BLOCK-OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF CONTRACTOR OR L'THORIZEDAGENT DATE 108 AUURI SS 17835 59th Dr X S (OFFICE USE ONLY) MECHANICAL PLUMBING NO. TYPE OF FIXTURE FEE NO TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) / 00 AIR COND UNITS -H P EA BAIFII UB REFRIGERATION UNITS - H P EA 1 LAVATORY.(WASH BASIN) 7 00 BOILERS - H P.EA SHOWLR GAS FIRED A C. UNITS- TONNAGE EA. KI ICHLN SINK & DISP. FORCED AIR SYSTEMS - B T U MEA DISHWASHER WALL HEATERS- B T U M LAUNDRY TRAY UNI I HEATERS- B.T.0 M CLOIHESWASHER EVAPORATIVECOOLERS WATER HEATER 700 CLOTHES DRYERS URINAL 2 VENTILATICN FAN 9 00 DRINKING FOUNIAIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR, ETC.) WATER HEATER GAS PIPING SUBTOTAL f 2 1 SUBTOTAL f PERMIT f PERMIT f TOTALFEE f TOTAL FEE f SIDE YARD SE IBACK STRELT SETBACK REAR YARD SETBACK DATE RECEIVED PLAN CHECK FEE FEE RECEIPT NO. 4-7-94 409. 83 29438 USE/ONE LOT AREA VACANT SITE IND - ®YES ❑NO FEES VALUATION FEE TYPE OFCONST OCCUPANCY GROUP NO OF DWELLING UNITS PLAN CHECKINGNG 950. 30 540 47 IIN B-3 16 bays BUTDING s 1462 00 SIZE OI BLUG_ NO OF STORILS MAX OCC LOAD 17136 1 34 PLUMBING 36 00 FIRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL 24 00 COMMENTS STATE BLDG.CODE 4 50 ENERGY CODE SURCHARGE Hangar "R" Phase I PENALTY SECC303(a) WATER/SEWER FEES 5025 00 PAID TOTAL 7091 97 PERMIT VALIDATION WHEN PROPEP4Y/VAODATED.(IN THIS SPA El T Is is YOUR PERMIT&JECEIPT 9 PAID / C BY S�ID-Q� AA- cc: ASSESSOR,APPLICANT,TREASURER, BLDG DEPT. BU NGOFFICAL DATE RECORDS COPY S I O / — ,�6T pop :�d 9965 % � �b�• 1.2 b�-ZQb 0 c�7 no N01`o/l�/Of11 b :fib' "/O % �r ti d -ZjVC4 z /L1 ,,6 �00'OSZ -. -9z99 D14. b . CITY OF ARLINGTON CONSTRUCTION PERMIT - COMBINATION BUILDING ❑ MECHANICAL PLUMBING SIGN PERMIT NO. IWNER , ` MAIL ADDRESS c� CITY/ ZIP PHONE /p.., 5". , 2 /% L.�irWoa of 9 g Z�y fe_ 5-Z 7S .3y ACHITECT Off DESIGNER MAIL ADDRESS CITY ZIP -PjjIONE fs A• i93o� ,? ort - rs s�G mil�l •ENERALCONIRACIUR MAIL ADDRESS ' CITv ZIP PHONE LIC NSE O wfvi�� ILCHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE if LUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE/ LASS Of WORK NLW ❑AUDITION ❑ALTERATION ❑REPAIR I IION ❑BUILDING RELOCATION /ALUAT ION OF WORK - ASLRIBE WORK /l fA f T I��i»� �•� 'RUPOSI D USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED 71115 APPLICA- A/•'?CJ?h .S' TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- _IGAL DES(RIP I ION OI PROPt RT Y(SHOWN BELOW OR A;TACF(FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK _DI BLOCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TQ GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER FROM PROPERTY TAX STATEMENT LOCAL LAW REGULATING CONSTRUCT ION OF THE PERFORMANCE OF CONSTRUCTION.PERMIT EXPIRES I YEAR FROM DATE OF ISSUANCE. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT DATE 108•tUUR(SS � — (OI'I ICI?USE ONI.Y)�- ECIIANICAL _ PLUMBING NO. TYPE OF FIXTURI3 FEE es runvi,BS NO. TYPE OF EQUIPMENT _ FEE x's FIXTURES .411111 7 C1.05irr(9'OILE 1 ) 57.10 _ IR COND.UNrrS-I I.P.EA. :quip.list' i —_ SA't'll'1'lllT f7.00 EFRIGERATION UNITS-II.P.EA. -quip.list•' - _ AVA'I'ORY WASH BASIN $7,00 OILERS-H.P.EA. .gam.list•" I IOWFR _$7.00 _AS FIRED A.C.UNITS-TONNAGE EA. '-quip-list•" — rIVIIHN SINK&DISPOSAL $7.00 •ORCED AIR SYSTEMS-B.T.U. MEA $9.00 )ISIIWASIIER r$7.00 7.00 ALL II EATERS-B.T.U. M $9.00 .AUNDRYTRAY I 7.00 NIT H EATERS-B:CU. M $9.00 O T I IES WAS)IER -VAPORATIVE COOLERS A ERIIrATER _ _ _ ��$7.00 _I _ LOTIIESDRYERS $6.50 111LINAL f7.00 -ENTILATION FAN $4.50 )))LINKING FOUNTAIN _ _E7.Oo NGEHOODCOMMERCIAL $6.50 1'LOORDRAIN $7.00 IRIIANDLINGUNIT- CPM VACUUM BREAKERS $7.00 'OVE $6.50 ( 1LO(1FRAINS-RAINI.EADER_S _ $7.00 — _ETA_L FIREPLACE ACHIMNEY _ $6.50 SINK(SERVICE -)SAIL,ETC.) _ _57.00 ,-- _ , _WATER HEATER-- --- $6.50 AS PIPING "(up to 5=$3.00,addnl.=$35 ea. i "Equipment list must Ac provided SUBTOTALPURMIT C .- - -- -- -------- .� 11ERMIT -- TOTAL PER �'o rnL rEE , --` -- - - PLAN CHECK FEE SIDE YARU SL I BACK STREET SETBACK REAR YARD SETBACK F ECEIEU^� /l/1 RECEIPTNN N . .� jjj((77 1 N/ (xJ USF iUNI A LOT ARFA VACANT SIIE FEES VALUATION FEE -a:JL y ru> YES ❑NO TYPE OF ONS1. O( ANCY GROUP NO. 107LILING UNITS PLAN CHECKING VG �SD �� i , Bu'LOING s ; SI/.E Of BLUG. TAU. f SI II_S MAX,(KC. OAD PLUMBING ►IRE SPRI KLERSREQUIRED ` J ❑YES NO MECHANICAL COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE PENALTY SEC.301(a) T �— WATER/SEWER FEES J Z, , � UU �] TOTAL • PERMIT VALIDATION WHEN PROPERLY VALIDATED IIN THIS SPACE)THIS 15 YOUR PERMIT 6 RECEIPT r �o PAID— --- CRM _BY— \ DATE RUII DING OFFICIAL cc: ASSESSOR, APPLICANT.TREASURER, BLDG DEPT RECORDS COPY Size Wgt. Effective S JOB NUMBER: 94-4055 GENERAL NOTES: ZEE SECTION t d a R Area Per PROPERTIES D B Foot I. S. DEALER: Mark Thompson 1. MATERIALS SPECIFICATION ASTM DESIGNATION YIELD STRENGTH In. In. In. In. In. In. In.' Lb. In.' In. PROJECT: T Hangar for Arlington Airport 10 3.25 .105 1.021 50.00 3/16 1.890 6.431 28.546 5.046 FIAT BAR A-36 MOD FY - 50 KSI MIN rB- d .075 0.970 50'00 3/16 1.350 4.594 19.555 3.303 LOCATION: Arlington WA STEEL PLATE APQ5O-36 FY - 50 KSI MIN HOT-ROLLED MILL SHAPES A-36 FY - 45 KS I MIN 9.0 2.25 .105 1.021 50.00 3/16 1.575 5.359 18.156 4.035 A-36 FY - 45 KSI MIN .090 0.996 50.00 3/16 1.350 4.594 15.625 3.472 DESCRIPTION: 48' X 357' X 12'-0 1:12 CONN. PLATES A-36 FY = 36 KSI MIN 0 .075 0-970 50.00 3/16 1.125 J.828 13.070 2.856 BRACE RODS ,060 0.944 50.00 3/16 0.900 3.062 10.454 2.055 COLD-FORMED LIGHT GAGE SHAPES A-446 FY - 55 KS (GRADE D) ROOF AND WALL S1fE`TiftG (R PANEL) A-446 FY = 80 KSI (GRADE E) L^ B.0 2.75 .105 1.021 50.00 3/16 1.350 4.594 15.331 3.802 LOADING INFORMATION BLDG. CODE: 199' ROOF SHEETING (Sfld MNG SUIIA) A-446 FY 50 KSI GWDE D L 090 0.996 50.00 3/16 1.350 4.594 13.201 3.074 A-325N �� 075 0.970 50.00 3/16 1.125 3.828 11.049 2.433 BOLTS TYP GRADE 5 .060 0.994 50.00 3/16 0.900 3.062 8.659 1.861 LIVE LOAD: 25 PSF 1/Y 4 BOLTS 6.0 2.50 .060 0.994 50.00 3/16 0.720 2.450 4.020 1.235 DEAD LOAD: 2 PSF + FRAME WT. 2. PRIMARY STRUCTURAL PAINT WIND LOAD: 80 MPH EXP. C PRIMER: RED OXIDE OR ENAME: GREEN/BLUE MECHANICAL LOAD: #1 PSF 3. SECONDARY STRUCTURAL- COATING GROUND SNOW LOAD:�PSF FORMED FROM GALVANIZED PRODUCTS (G60) Size Wet. Effective S SEISMIC ZONE: 4. BUILDER/CONTRACTOR RESPONSIBILITIES3 CEE SECTION Si t d a R Area Per Foot S. PACIFIC BUILDING SYSTEMS STANDARD PRODUCT SPECIFICATIONS APPLY. UNLESS STIPULATED PROPERTIES D B t I QOTHERWISE IN UALITY CRTTERIAf STANDARDS AND TOLERAN ESE CONTRACT DOCUMENTS. IWILL GOVERN THBUILDING E WORKEStGN, FABRICATION. SHEETING In, In. In. in. In. In. la' L6. In.' In-' IN CASE OF DISCREPANCIES BETWEEN PACIFIC BUILDING SYSTEMS STRUCTURAL PLANS AND PLt45 10 3.25 .105 1.160 90.00 3/16 1.890 6.431 28.100 5.452 ROOF: 26 go. gale. FOR OTHER TRADES, THE PACIFIC BUILDING SYSTEMS PLANS SHALL GOVERN. `` dL .075 1.093 90.00 3/16 1.350 4.594 20.083 3.574 T IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND oV T I g0 2,25 .105 1.166 90.00 3/16 1.575 5.359 17.761 3.947 WALLS: 26 ga. T. BLUE (I.IoRr_LAp > NECESSARY PERMITS FZOM CITY. COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. .090 1.130 90.00 3/I6 1.350 4,594 15.305 3.401 0 .075 1.093 90.00 3/16 1.125 3.828 12.B20 2.800 LINER- FAN EL 2 9 U A, (IJ o iZ c L.A D) (�,J H I T APPROVAL OF PACIFIC BUILDING SYSTEMS DRAWINGS RPR TIMES THE BUILDER/CONTRACTOR'S INSULATION ACCEPTANCE OF THE PAC BUILDING SYSTEMS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. I R 060 1.057 90.00 3/16 0.575 3.359 14.986 3.747 ONCE THE BUILDER/CONTRACTOR OR A/E FIRM HAS SIGNED PACIFIC BUILDING SYSTEMS APPROVAL I j 8.0 2.75 .105 1.166 90.00 3/16 1.575 5.359 12.922 3.227 PACKAGE. CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER/ Q� 090 1.130 90.00 3/16 1.125 4.828 10.830 3.563 ROOF: Z" 8 / G7T rE�S .075 1.093 90.00 3/16 1.125 3.828 10.830 2.563 CONTRACTOR FOR MATERIAL. ENGINEERING, AND WNDUNG FEES. SUCH CHANCES MAY CAUSE THE STARTER: ��' PBS PROJECT TO BE MOVED FROM THE FABRICATION ,N0/OR SHIPPING SCHEDULE. A PENALTY FEE MAY 060 1.057 90.00 3/16 0.900 3.063 8.528 1.934 BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE. 6.0 2.50 .oho 1.057 90.00 3/16 0.720 2.450 3.904 1.209 AS LONG AS PACIFIC BUILDING SYSTEMS DESIGN AND DETAILING APPROACH COMPLIES Wall THE WALLS: 5 GTrrsF_5 PURCHASE ORDER. THE BUILDER/CONTRACTOR OR A/E FIRM IS RESPONSIBLE FOR THE OVERALL PROJECT COORDINATION ACCESSORIES ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY PACIFIC BUILDING SPECIFIC DESIGN CRITERIA SCONCEERIDERED NI G THIS INTERFACE Y BETWEEN THE MATERIALS IS TFURNIOR SHEDEAS PART UNLESS OF T1fE PURCHASE ORDER, PACIFIC BUILDING SYSTEMS ASSUMPTIONS WILL GOVERN. 29 GA. WHITE NORCLAD PARTITION PNL'S.(SHT. ONE SIDE) ST THE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND 36' COVERAGE 26 GA. NORCLAD PNL. AND JAMB TRIM AT DOORS (BY OTH SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AIITHORfTiES. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE PACIFIC BUILDING SYSTEMS 12 (3) 307CJ WALr-R7i�`7 BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT PACIFIC BUILDING SYSTEMS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CON- �2S �Y D(HE7 s� 1 STRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY PACIFIC BUILDING SYSTEMS, IN COMPLIANCE WTH ALL REQUIREMENTS OF THE PURCHASE I 'I ORDER. � THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL 'r BUILDING COMPONENTS IN ACCORDANCE WITH PACIFIC BUILDING SYSTEMS FOR CONSTRUCTION - DRAWTNGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE - RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. PANEL 5. A-325 BOLT TIGHTENING REQUIREMENTS PANEL THK. WT. I.In.' S.In' I.In.' SECTION GAGE IN. PSF Positive Bending Negative Bending ALL HIGH-STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE. PROPERTIES 26 Steel .0198 10.981 .0520 .0505 .0423 .0793 STRUCTURAL BOLTS SHALL BE TIGHTENEO BY TURN-OF-NUf METHOD IN ACCORDANCE WITH THE NINTH EDITION, AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS PER SECTION 5 THE BOLTSRESPO MAY BEITY INSTALL THE ERECTORIHUTO ASSURE PROPER 61H7NESSTURN-OF-NUT METHOD. WASHER WHEN M• LAN 36"Coverage of W"S'/�e. ALL BOLTED CONNECTIONS. UNLESS NOTED. ARE DESIGNED AS BEARING-TYPE CONNECTIONS WITH BOLT v THREADS NOT EXCLUDED FROM THE SHEAR PLANE. e - � � 1 � I I R: y nJ ®;r 9•r-'�I R 173i1 � F�?STER� Nor Clad Section Propertlosss/ONAL Wt. S+ I+ S- I Gauge (Ibs/I'�) (in'/fq (in'/it) (in'/Iq On/lq E LPIRES aiza/ 1/ SECTION 30 I 0.57 I .0115 I oosl I .0204 I .00sa �a n�o .0146 -0077 0301 .0071 FLASHI"Cl SMI G�1D 29 (aA Qc;'R �J 357 o�p/s �WHIrsl 3%2� 51a1N4 (vI - - 172 -Co II 1 % Z 3" 51+r �tAxr 0 ZI'-O I'IGAp v ,o ti I o O -o GA r A TAP' ail 1 BM 5//�� -Z9 6A,. NORCLAP * I� I * I� GABLE @ GL.0 = - (WHITE o ,� ! �a 5/r�� 10 i) � _Q � 3�F<^FG '� ; I 1� � CABLE C^{G,L, 2•18) _�T N.TS. 14 W/4- 1/2-0 x = o \ 01 oo i� n 1 __�!p 11 - (E/Z l SEE o•A 7 F o 12 � S � 17 /6J 'c l9F�AS�HOI�RGyL(AZ� CwHrrE o I H ZQF I PLIRLw LA`/OLIT j LAPSt aFACIr1C' G12T5 (oXZIZZ LINER 29 CArt„ I . 5)-v 3 Q nvl O O 178'--e, -- -- _ 2f=U 21'-0 2l-G7 21-U ZI'-o 21'-0 _ �/4 (oXlo � � �� I lo•� I �I x CPL-s) G FLASNInJC� o o C. i2 `; . Z W/4- %z4 -A ►'/4 �arz,s H --- `9 0 1 2 I I I z _i ^a ' Q o �lo �I�FZ - � N '�li• a - �� 3k/can y �I (1 � � < _O * IyT S. --- "N LAB�E Ca 4.L,8 I I I I I I I L._ A � v op wAs, Ov 42'-C� TYP, (0.1-I.) �„ FIELD [L124T2� � ';p A ' •n �IQNAI. E%PIRES 8/20/9 — 3 5 7 cam.qA, - -- -- 10'6r 2i'a * `ir 21'0 21'a z1'a 21'-o i 21=0 zi'-a f CI 5/�� CABI.er f ' - Puv 1 CjH 4•-II� '�G MAX Ij WI LAP AS Skol,�,j 12 %f 12" 12" 12 IZ" 12" IZ" 12"'[2' I�^ 5r,_jV 1"C., : e° MlD SpA 20'$ Z" 5AY5 Q S�j�� CABLE - IZ 12' tti Il 12 12" li 12 t2 1ti 12� le Iz" t2" 12 12 2� Seto LAB�E to U IZ 13 iq ly �` n Q /9 357=U o•A - 178'-Co I CABLE E,N•S. 12 I 12 12' IZ" 12 tY ,z" 12" 12` 12 ' Iz' 12" 12'12 Ir IZ h f V " I I- � �to� CABLE 12 l2" 12r t��2" Iz' IZ' 12" 1V 5/v� CA6L6� - 0 C ROOF1 C-1 2/o C7q, CoMM. C72A0E C PLAI INe Ec-1, E5A-I MATCH LItiIE 'rftAcK NEA00 8G14C�A �TY i i SLIC>G I7t2, (B"r DiIIIERS) 2(o UA, �JOP�LAD C TAHoc BLUE:)i CABLE 0 G,L�G ' GABLE e ta,L:l3 5GAM c,la f G.L. G" � � � b • � b � � b to �LEv�T I o� @ G►Zly LI,,,E ,�` ---5IPiNCq V. IraA• NoRCLAD (T A E3oV E >72• MA'(GH LIME '(RACK HEADEL EC-1 , E5A-1 8C14GA,(fYP, EA RAY) i � 1 I 51DI,4C, 2(e GA l ck-OLAD �lftHoE. BLWE) I I I LABLE 0 G•L`•B' GABLE G•l• fS` -AeL.6 Io III 12 13� 14 IS 1 c Il IS Sc 3L-- PuRI-I+J CLo51.-I2E '(HIS ARtEA 71 , 11 I c F v� �O*w, M '7'-0" I rot-4� NA a � s ✓_ /. _ ®�_ _ _ - \ I lAJ l v. EXPIRES 8/20/' KooFINCa 260 4A. COM,M. 2f��E (rLR�IN) —Ec-I, ESA-1 MA7��+ LINe I 'RACK HEAor'T` I I BC14 GA•(TYP. EA SLI E Dq (BY 0-fHER) �— ! `� 5 PING>�2� yA. 1JoiCLIaD CTAHoe BILUE3 ! 1 GABLE G^' G t_•�G� GABLE (P 61.8` CABLE @ G.L.�6__] 19 IS 1� Ifo IS 14 13 12 III to - VA '( � 01�1 SIPIIJU Zfo (:�A- ►JQFZCLAD (TAHOE Bw A BOVC �. M Ar(C H L I,4E `� EC-1 , SSA-I 'RACK HaADEf; $t 1,{-GA. 'rYp EA.8A`f I5LIoE PP. t! BY o'(NEF) I / I Islnlnlc� 2ro �aA, No1�CLAD CTH.sos BLUE 1 v I GABLE @ .B' -5/ E.H.s.� e/ 5�lo�b 15,H,5, G L, GABLE a G.L.6 GAeoLE C' G,L,G Lf_�_ VA? Ia, C C� rcl� LI �IC Np M• �Of Z_o ' -b �'/max 5'x 4" I�, ^ RaFrgz 8 C 14 2 III Nd/T . 5/a4)H 8 `N (4) 1 I _ V2 X 1'/4 GR,5 -� I - -d -� _ - ° _ -v I 'sd- Z9 — - COL 8 C 14 GA O _ _ 9 ° iv N I Ar.IC�LE 3�foX 3X(o \ "�� lV � ANGLE 3//tox3x3 - W/? - 5/84 H ��-+1t" EXPIRE C4) /Z� X I/4 GR,S 3 I W�4 5/e41+ ` I 15 3//�oX3XlcR�4Xtox FAT ANGLE fro x3x3 I = (z.) /2� A /. ( s W/(4) - /eo� H s xl /4CR5 m wr ) /e, H s I � W/ 4 - /a N G("+) 1 '/z x '/4 z.5 1 (4) '/z x 1%4 6 Q.5 (-t L (4) /z 4 x I/4 CiR.S COL. 8C 14 I L. 81:14 4A. N 2" 3 I" (ol I DC-I E D E-(a1 L C o�uM►.� tiTs N,T.S, r� PASE 1 L S N.TS, o f 0 r � fZAF1Ee 9 C 14 N N N N tt1 `ni.l in iJ N N II J 1 GA,GT 4A, 4T CaAiUT UT, GA - --� C. C -L. G CF �C1-I COLUMvJ 8 C14 I SEc-f I o,.i A-A S r cif I o. O0D,BAS ,Q Q - p O ao,eA3 O END L.1,-)AL Sh47-G © 6.L I ENC:)VJALL - - - - ----- - — SHT'61 @ G.L. Iq IZ C�,RTS 8?-I6 GA SINPL£ 6FA„I Ci1ftTS IZ S2IGGA.'SIMFLE 5P/a I r-^ 6RIDUI,.l4 : N07 (ZEQo ^ D I I �iRIDCaI.ICa : AIoT RE.QU lZA("s1 SIDInIGj 26,<7A• MOrLCLAP 6iPINCq Z& 67A. AIORCLAP TAHOE BLUE) gG14 8CI¢ ('(AHoE BLue) SL14 8C14 �z-- J L J J � _ W �tl u ' d- I+ qoD _k � Q1 Q1 © � -7—' L A J (2) ANGLE 3�toX3X� I ® 20 3 to Iz" W�7 -5/1a�H " UJ „ (4) '/ I ,4 CaR.S o C o o ® �IOP2 2 IN END-WALL &L I �rJoan/A�� C G:L . Iq a rC\ A59 D�TAIt< TYP 3�Z' 2"'(41GV!I. I.1SULATICM (BY Of HE" In16uLA'(IQnI 6TAR7E2 7�[ FOR 4o-o' ROLLS (FSY ?'9•S) JJ. U CAP R 3/8X (cx& l S� FUeLI"� W 9 U V//4- lJ/�c� H C' 3/,.6A R-I--�_ A-i r� J1D1nIc, No GA, WI4- 5/04K 2114 A325 3Lo"WIDE (-rAHOI ILeg w iox9 �I FSASr R 3/gx�x� G CAP �'(A I L �- - --9F e4r-re7Z BE- 7 fa 5� I' ol'-o CHgF/NEL�� � SC14GA. W/ 2- 3/4¢ A5(o - � -- N Gff�NNEZ Flc' I 4 I" 4-o"O/c L2z71e WEAc-v--A FE SY U7tI610-75-5/fT. ZG GA, rloa CLNP t APEx SHEEnoong (G% PAPTTTTc-It.l „ LInIE� (yJHirE) A5A - I ?A5 E D E'(A i L- SEE SHt. I o f-7 FocL I I sl- I" �OOGIlJ(a Zto C?A, COMM. Cgg. ( FLA-" Llr`1�F� UPPEiZ Coly�,1. -� ''_I'•o" FuRLl.,15 :8 Z ICo GSA, Cl 4'-II" % MqX. ScV4 �K1D�IN(q MIS! FolrJT e ?O' e ZJ' aAYS o.JLY) - ,fz I cz l(o 6A, @ I.1TE7tlor- WAi--s C,IZrs g l� Gq, d �9 an/LY I -- ' " IC4X ro X 7 -v W/(Z) quo)( I'k. SLOT - t G (2) 0/46aab CoLIG l 3�=CJ__F r' _ -' .9 7 3 5/m EH'S� VE>z I F`/ F IL L NT'1 F 1 GABLE 17 -o - -- -- - — . 0 t, I 3h-s,��Y� S F-c--f o 0 2 -1 ( l7 F2<lr�'E� e� 'U� '�a_ , , & — _ _ EXPtRES 8/20/ ANGLE SIZE & END PLATES TYP. IN DETAILS "B" THRU "G" 141 7� e 1H, x VARIES(1) 1C0 ,rY 0 A TIX SCREWS 11 I WALL ORD'C PLATE s/tax, t/r x s PLATE a/, x t t/r x t t/r T/a OT MATCH IDC. (1)9/14 0 H (1)9/tC�pt H I/Y p)x B THREADED 1��� ROD EACH ENO 1/2- 0% t/r 0 x Ir L,'X1'%t/� THREADED THREADED ROD to —t/rd ir Ru � +' , e tr it 14 r r r r t/ro x t t/4 cR.s (IYP.} vHtlES FIRST CiRF FROM RAS EAVE DETAIL ® ROOF A MID DETAIL ® ROOF B RIDGE DETAIL C EAVE DETAI /LEAN-TO D VEAVE DETAIL WALL E LAWID DETAIL WALL F DETAIL ® NDWALL N BRACE GRIP & CABLE II ^� E STD. HIL NUT ® OTI SEMI-SPHERICAL WASHER 0D //7��,ne44 1RAFTER �-� GRIP h Z EYE BOLT OR ROD � R BRACE j BRACE-EYE I 3" X 6" I I BOLT EQUAL j� 3/4"O LT ROD DIA. 4 2 1/2" NOTE: -�-�I_ 2RDSLOT REO'D ® 3" X 6" IN PL. 3" X MIN U �—r DBL. BRACING ONLY OCOLUMNS L1 CABLE CONN. H CABLE CONN. .J BRACING SLOT LOCATION K CAB CONN. ® ORNER COL. L I R06 CONN. ® CORNER CO (4) 1/f 0 X 1 1/4 BLOTS GRADE 5 O LAP SIMPLE SPAN SIMPLE AN GIRT // SEE PLAN VIEW FOR LAP GRADET/? 1 1/4" BOL G2 5 EACH1EN64" GRADE 5 H ENO 1 fit' IleGIRT CUP 3/18 N1 1/2 - 1 1/2 3/16" GIRT C 0 �. e • ffFLANGE BRACE GRIP & CABLE FIELD INSTALLED M' _ __ W, J12 L. 4" x 4" x 3/8"SEE PURU FLANGE BRACE 12 OR 1 'tZ3/47 X 1 3/42 2t2 1 1/4' u,>z; 12 OR UESS �I SEE PURUN FLANGE FIR,%CL 3/16" PURUN CUP GRADE 5 No 2 BEAM _ (2) 1/7' 0 X 1 1/4- BOLTS SCREWS (O.T� GRAY) 9 PURUN �� OPAL GRADE 5 ® CUP BRACE BOTH SIDES UNLESS NOTED ON ExPIRiS 9/20,!/ ERECTION DWG'S MA�(GH L IrJGr r-1 I I I I I I 1 � e E7(P�RFS Si. 10 I I� 21,0' 1-7V-�" 0 0 0 ® o © o ® ® IC. MA-fGH LIn1E - A 'Q 1 o- 3 5-7-0" O.P �0 II 12 13 14 15 1® 17 i9 19 ��. t J C u G R_ 5 O L l- S E'�'�I�l G f7L" Sc. V/L" _ i'_o x (D 2 I9 4„ -NHvw ®� I REACTIONS (K)PS) W — WIND (— I E — SEISMIC N •— ' HORIZONTAL BRACING BASE PLATE ANCH COLUMNS VERTICAL INTO OUT UPLIFT kfflZ. UPLIFT L. xWx t BOL ° N /,4 11) /9A 1'70 1,14 0.4-3 (2) A3o7 A� O• 7 /Z� s3. A,1 kG- 17A. '/,; : 3,16, /, 27 O, ao 0,75 � 6 z)(pr 3 34 2 2 w/ Z„ PRoS. / (2) � '� A3o; A hRq r. F,-AIM e� 0 /,17 �ZJ (4 REdo) �34 fZEo'o) N A j (2) '214 A3o7 A.B. -W/ 2" P2o7', n D�TaIL_ . . I 4v �pF T /w v_ �o q EXPIRES II/20/ C20925P6 10940216.1805 N 85'43'41"W G� z (5,� m O ro ma A m C N \ m �— '1 0 rN A DD w T 1 ' a z _ 0 N � N 85'43'41"W � - N; W 120b1' - � � �, :IQ ' — T I I i T 1 � W i I m� m ' yrj y�a mz Z„ D in wp_ mr O Z ! g31 �z ym o 1-< j N m to z I 1 1 � I i N z i A Ul U1 14'-0" 17'_O 0 it N I I z T rm cn z m u rn w M" m l x rtYl 0 1 0 tN1t� T j �z E D mm A m M6 Ny t� j r tfi z m rn i?ir D m ilz� Z �T m O I p o p = I D� s Xr t1 N 5'43'41"W1 ----- `� 3 _ - - \ - F EXIST.WANDER CTYJ rN P I M� I � �A � I i 1 ' j z 9 i D A TN n� '"�yy 9 -NON A� �T F�1 PROPOSED HANGER PLAN - ARLINGTON AIRPORT 3 y �l N �� MARK THOMPSON w�00 y NZ N v aM 00 moss on L mww x03 1HOdUIV NOIDNII'IH - NV Id 2I:IONVH QgSOdOZid A ^cn o8 I W p N F X 0 p OIX J Q X �N Q O zaj 3 � W j� w LLjOWW� n rr Z� w £ 9 v L , WW • z - m w w o F_ Q W y L WNZ O S NN4 0 > f Y NW O N p 0 0 rvUOryN� N Q UNJ _ dl^1 AYMIXy{y„p-,0Z NE'16 ns- QLLO��W m i =m J XOQ }- N OWWW ZU�Wa UNQa V-Q --- Q0B m m m AT U00 Q O I - ------ - --- La - Q � z � N� O e 'Uo Z _ O �P-I p IW w w Qw N Q �LLa 11 Q Qu,z O?w �� �UQ "� y LL 47 UJN 7� 'JQLL Q z w = m N w 'Pow IQ N ��J z fn al Isw CQ2 z J �W3 Nj SUN Q Q �mU z z a �917 w� w spy Q� y z u oL(L), NOD UOaO Z Z� �1 � U XNXW Q Q A 0 N X w -ILLw� U LL WW WYz U �c93 urz FU OQp �n�13� NF U ELL Q.WIIIU I LU I Ll - — j - q C a - LL]'LL o - — w � m Q CZB L'9lZOb86l L10Z60ZJ