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Home My WebLink AboutBLD98-00006 Cancelled Garage - BLD Permit / Conditions - 10/3/2001 1 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 ~`\ FA LJ I t_ 0 I N (_i 1-11 E Nt fvl 1 `T" FOR INSPECTIONS CALL 427--9C70 RETWEEN 5pm AND Pain 427-726- Bt_098--0006 PARCE I- :2230977002 30 PLAT s D I V i BLK = n'r ,JOB ADDRESS : 151 NF MAHOGANY C'T RVI, FA I R PERMIT OWNER : I_ I SA COLFORD 876-2540 CIONTRACTOR : NULI- & VOICE BY EXPIRATION LEGAL , TO P3 OF SQ911 131234 DATE 117 Ic�.J �.>z.a�,r r:^cf o.- .-:s:::wa.�uwx9r...ax>..s-r,s-�s•:c�.-uas: :rt�mr:-z.•�.:•.:xzwuc�rn¢v�raxu.� CLASS OF WORK . . tNEW BE DR N BAIHs 0 HYPE AIIOOpT BY OATS RECF'P; I `pi �Aotln: BY DATE RECEIPTl TYPE OF USE , ;ACC '>TORIFS . . . . . : 1 OCCUP . GROUP . LI1 Rt OG . HE I GHT 0 Of A PAk1 ; 181.50 TN 07121198 46523 9 TYPE OF CONST . . 75N F I PFPi_A(,;FS . . . . e 0 PLCK 3 112.61 IN O2f27198 46523 OGCUP . LOAD . . . . : 0 WOODSTOVES . . , . : 0 STTI. 3 4.50 TN #707198 46523 DWELL .UNi TS , . . , : 0 PARKING; SPACESf N 1FHCP I so.$$ 11 0?12'19I 46523 INSPFCTION AREA : 1 r11011ELINE7 . . . . :N IOTA[: 448.60 VAL0LAT101: 336801 SE:TBACKS____ .. _ ____._... _ .___ T011..ET"S . . . . . . . . . . . 0 FUEL t'YPl S-- _____._.__ 801LERS/CUpRP _._._. MOBILE HOME— FRONT —Al 312 .Of't BATH 13AS I N`ti . . . 0 0- I Tip . e REAR . . . .E 40PI .01t BATH TUBS . — 0 3 -15 HP . 0 MODEL i e w I DE( 1 ) .N 80 .0f SHOWEIVIS . . : . . . .. : 0 F URN 100K 8 170 - 0 15-- �a0 f1F' . 41 ti4?�KE S I DE' (2 ) .8 10 .0f Y WATER HEATERt3 . . . . : 0 €`URN --1001C BTU - 0 '30-•50 HP . a 0 f SHRL. INE .N 0 <Or_t Cl OTHES WASHERS 0 FUFIN FI, O.OR . 0 504 HP . : 0 ,.. YfAR ARE"A ---- KITCHEN SINKS . . 0 HEAT PUMP . . . . . . : 0 ' LOT SIZE — I'LOOR DRAINS — , . 0 V-FNT SY`;TFm4' 0 FVAP COOI E RF3 : 0 I ENG I H : 0 BUILDING . . . : 0.,f DRINKING FOUN-( . . 0 VENT FANS . . . . . . . 0 HOODS . . . . . . . ; 0 WIDTH . : 0 BASEMENT . . - : 0sf LAUNDRY TRAYS . . . . . 0 DOME . I N(' I N :6) ')FR I At Ik DECKS . . . . . . i 03f DISHWASHERS . . . . . . 0 AIR HANDLING UNITS-- COMML. . I NC I N c O GAf /CARP :G :'400rf GARREx DISPOSALS . , 0 10000 c_fm . : 0 RFLOU/IRE PAIR : 0 AT/OT . :D URIN.ALS . . . . .. . . . . . .. 0 10000 cf11 0 OTHER UNITS . : 0 MI SC I'L hT FIXTURES, : 0 GAS OUTI.FTS . : 0 �A.sJm'fxlaLSf¢�rS�_+rc.::*s:•x.v�..^�a:cv.:t�.-�sxu;,ir,:rx.�u.•n•:'x^cros�^src!�sasaru�:..'sax0.-n.R'ss�:arcc:rnzaxs:wa-�^::-assct<-^�.aura..:�:;ac.,:w.cs.-::u:s+:��s�ass¢>sartri�-�.:�,aga:rcr.:as.axgc:zrsva::..rrxi�a:tars•.+s•o�:-_i:..^-7�•.—.cc-.•.:r-w.-..7aaors::,->.asy:cur�:z•:a;ec:r.::t -•� PROJECT OESCRIPT loaf PIIYATE CARAFE cf G PROJECT 1.00ATIONr8FAR CREEM D(WATTO RD, [FIT ON TANOYA RIACKSPO N RO �TA.Y LEFT AT y IN ROAD, A? NFYI Y STAY tFFT, TAIrf RIGHT AT 4 WAY INTFRSECTIOM 200 GATE ON LEFT, TN S PERMIT DECONIS 0011 AND VOID 'F WORK OR CONSIROC H OF A0TN0110 0 IS NWT COMMENCED ItIN IN IC; DAYS, CIA IF CONSTROCTION OR 1011 IS SOSPFN9ED ;OR A PERIOD RAYS AT ANY TIME AFIER 111RK IS ONWENCER. EVIDENCE OF CONTINVATI011 OF 1011 IS A PAOGIFSS Il1SPECTIOI WITHIN THE ISW DAi 1'EI109, FINA1 INSPECTION 110 BE A4`PA�VEII DFFORF 8911DiNG ':AN 8E OCNINFO. OWNER OR A6E°IT: ` `' DATE. �r ' BLO PONT, rhv: 03131191 COMPLIANCE TO ATTACHED CONDITIONS IS REQUIRED CONCRETE MECHANICAL MOBILE HOME Footings-Setback �� date by Ribbons date 3 ^2— by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date FRAMING by date by date by Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by 3-Z CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date 2- ? -c7 by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Iit,sulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by I l MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 P E FA h/1 1 "T- C C) rJ D I -r I cry N F'-. C•aso No . i BLD98--0006 For - L I SA CC)LFORD Page! 1 11 The use , ttand ! inct and slorage of ha2hr(Joti!; matear ifal .4 or flammable :trzd combust ibis, I i qu I ds I n ex,sess of 10 ga I I ons i W not allowed without the approval of the Mason County �4rr._ Ma r s h a i� 2 Provisions for f.urf'arset ;aribsurface drainaw) r;,ontrof mue>t be implemented with new construction or development on 3ito and MUST NOT adverseiy impact adjacent pparcels by be! I nq directed off the parcel being developed tin i es s requirement:; of Title $5 RCW, Private Ditches and Drains have been met or approval has been granted to use an existing utility and dra { na .►e e,a,;emen t dedicated for that specific: purpose , } Prcipo-;ed str tic tr-ire or fanv portion thereof rlreater tt,:in 0" { n fie ht from ;,;rade I { ne , must maintain a minimum of 5 ' setbactk from all property { ine > . easement-, anti 10 ' from {,I` county arid State Road r ipht of wayr> . 4 ) Approved per dimericion and c:etbacks ern itbmitted Situ plar: . Sub i ect to the findings of the Resoirrce Lands and Critical Area,; (ALC ) Checklist notification 1 6t ter 5 } A t 1 approved p I ans ;are r ei4u I red t c• be t:n I to t or { ris op ? .t I on pirr,poses . If i n pe(�t i can i s railed for and plans care not on s I �i e, Approva f WIN. NOT bt! granted . In addition , a Re-- inspect ion foe In the FAmr)urit (+f $34 .00 pot hour (minimum 1 hour ) w i 11 be oharged and must be collected t)y this departmen+ prior to tiny further Inspections being performed or approval granted . ? PORSUAN( 10 1�'tC>4 IrNIr0RIA FAJILDING COW" , 1,4CTION 30S(C ) AND StC110N !?13� ALL �; ITE `� MUST MASON COUNTY Mason County Bldg, III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 HAVE APPROVED NUMBERS OR ADDRES-ti S PROV I UI-.i: IN '-13i,11 :t I--- I i i otv , u .,; Pt-il s f LY AND LEG I BIJ. fRi')M THE STRFFT OR ROAD FRONTING THE PRO"ERTY . MASON COIINT Y FU I LD I N(; DEPARTMENT REQUIRES T14AT" THIS BE C()MPL ET ED PRIOR TO CAI 1. I NQ FOR ANY S I TF INSPECTIONS . A RE I NSPECT I ON FEE , BASED ON RATES IN TASLF 3A OF THE 1994 IJN i f ORM fat) I LD I NG CODE W 1 1. I BE ASSESSED 1F OWNER/ CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO 1`1E01JESTING INSPECTIONS . 8 ) Na Ouciapanoy .. -this str urzturp i <; limited to U 1 ue,e oii I V . Air J other Elsf3 rr i 1 I be i n violation of the Un i form Eau I i d i ng Cade and County Regulations tin i ess a "ChEan )e (it Ilse" permit is approved . 9 ) Any Chanc�es i n construct I on sh�a I 1 he rev i ewed by eng i neer of record and subin I 1 ted In wr i t i nc1 to the Mason County Building Department pr I or t4) onn tr uct i on - 10) At CONSTRUCTION MUST fAFET OR FXC'FED AI.1- LOCAL CODE'S AND UBC PLQIIIRFfAFNIS , 11 ) Changes to approved but IdinO plans that offect compi canoe to the 1991 Washington StatF> Energy Code, 1991 Ventilation and Indoor Air Quality Code, the Uniform Bu i Id i ng Code and/or M€i.3on County Regu i Eat i onr, rim'J be approVed by Mason County prior to oonstruct i onXlr� \ --- 12 ) ALL CONSTRUCTION MI.181 MFF r OR E XCE=ED LOCAI. CODES , IF ANY ODUST I ONS, PLEASE" CALL THIS OFFICE BEFORE CONSTRUCTION . 13 ) COW-TRUCTION PROCESS TO IMF FIELD CORRE IF�Li AS RE00111ED PFR MASON COUNT-Y BUILDING DEPARTMENT ANP UNIFORM BUILDING CODE 14 ) Owner/ bUi Icier ra -, uraes all responsibi I iffy It, drEainf field are-a i `i encumbered . i 7 i 5 ;j m 27 m S 1 C , �•9- 3 3� qy oGp a qxl, X tv 79' 3-33 ,X •, c J a eb a ° 24 �y 23 �� y v • . ,� TS 21 B o�O i MASON COUNTY Permit No. q11. BUILDING PERMIT APPLICATION 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 PLEASE PRINT #1 er Phone# ite Address 151 N E M APOC- cfN l C , Fire District# city 13 E LFA I P St toF4 zip g 5 Directions to Job Site 'gF,4R- CR�EI(- -bMOR7M V D ) l,E� C*J -Mou`/A -BL�GKSm 1?'t} W ,�r f�T y„ N R Dl'}� f�T >\f E XT �..� sTy L�1=T' , 'T'A K I &HT PrT L4-0A-`1 INTER SEGTI0N , 'atnd C�ft-T-' M LF-FT-. Owner Mailing Address P' ��U t tU� ��.� �U City lye-&ld-�-2_b C1y3& I- St k:�'+ ip q�� Lien/Title Holder VRIy�-9 CONTRACT.— ,bcP\'VT/4y RDSE Address XIS L . 3441, ST'. Clty `rftC0M� St t-019 Zip 9 9 40 #2 Contractor Name DIA N ER (;F-N:F-Ril L. Contractor Reg # Address 61 K6 ►m 14-H-0 C-,oN Y (217, Expiration Date City BeLFR 12 St [0A Zip 9815J g Phone# 3bQ- -;ZZ3&-9 t76 X40 #3 If septic is located on project site, include records. Connect to Septic? n C Public Water Supply Well_�eS Connect to Sewer System? 00 Name of System (If residential, proof of potable water is required) #4 arcel No.99-3 D - 9� _ 00o1 W egal Description -r-kqC gL a-3 DF SLfkV-0'f 13 J 9-34 #5 Buil`ing Square Footage: (existing r o osed I 1st / 2nd FI hIG / 3rd FI n ci / Loft (� / Basement n\0% / Deck ^Iq / #bedrooms nl6 / #bathrooms Garage r)�q / Carport n I P / (Circle:Attached or Detached?) Other shop sq. ft. L,C / 4 C P M(u ►4`G - G AZ or6� . #6 Use of building m�C��Ci r 1 I DC w� �nC� vlti Describe work Gc ork #7 Type of Job: New ✓ Add Alt Repair Other #8 MOBILE/MANUFACTURED HOME INFORMATION / , D Kamonp Model Year Make Model JAN 0 61997 Length Width Serial No. # Bedrooms #Bathrooms Type of Heat PERMIT ASSISTANCE CENTER Purchase Price $ #9 Indicate by circling the applicable source if any water is on or adjacent to subject property: River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other i Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Name of Flanking Street Indicate Directional by (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW 6D UJu�z Plumbing Fixtures ( 3 eachl Fee Mechanical Fixtures ($6 each) No._Toilets CIRCLE FUEL TYPE: Gas, Electric, _Bath Basins Heatpump, Other _Bath Tubs No. Units Fees _Showers _ Furn BTU _Hot Water Htr _ Heatpumps _Laundry Washer Vent Systems _Sinks Spot Vent Fans _Floor Drains No. Boilers/Compressors _Laundry Basins _ HP _Dishwasher No. Air Handling Units _Disposal cfm# _Urinals No. Fire Protection Systems _Other _ Auto. Fire Alarm Sys 50�00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee 15.00 Auto Fire Sprink Sys 25.00 TOTAL PLUMBING $ No. Other Gas Outlets Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD TOTAL MECHANICAL $ OF 180 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPARTMENT. X OWNER C X BY DATE 9 to DATE FOR OFFICIAL USE ONLY: Accepted by: fj-' '- ".c.. Date: _ �c % (� DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Plan ing: Environmental Health: Building Plan Review ✓!4. Oe- / r wt� vt C-leS/� l G 4& s cJ/ Occupancy Group: CH Type of Const: ESN Fire Marshal: Other: Special Conditions: FEES 2-too X14 = 33, �M Building PermitS� Plan Check Plumbing Fee Mechanical Fee Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection Building State Fee Other 5O�' 0 Other Building Valuation: L00 TOTAL FEE �} . - I i . r STRUCTURAL DESIGN CALCULATIONS 19 UNIFORM BUILDING CODE 80 H WIND- EXPOSURE C SEIS ZONE 3 BUILDING L NGTH 48 T 96 FEET BUILDING WI TH 40 F ET EAVE HEIGHT 1 EET MAXIMUM PREPARED BY: MONDRESS STR TURAL CONSULTING 2725 124TH ST. W GIG HARBOR, A. 98332 PHONE & F ( 206) 851-6874 DATE - MA H 25,1996 �I. of w vAL EXPIRE'$'4/30 3�2y qb . .cur ?� ! �= ��n�� r S t✓t �� rwwp0 �u •UU m F o olz M 4--- �2�� 31�07 � 2 rl �--==- F Z t za Column Lateral Stability Factor COLUMN MARK NO. MK 10 MK 12 MK 14 REMARKS Side Wall Side Wall Side Wall EAVE HEIGHT 10.00 12.00 14.00 adjustment factor Cf size 1.00 1.00 1.00 adjustment factor Cm wet use 0.91 0.91 0.91 adjustment factor Cd duration 1.15 1.15 1.15 adjustment factor modulus of elasticity 1.00 1.00 1.00 unbraced length-feet 9.25 11.25 13.25 k- factor 1.00 1.00 1.00 effective unbraced length feet- Le 9.25 11.25 13.25 eff. unbraced length inches- Le 111.00 135.00 159.00 depth or width inches 5.63 5.63 7.63 Le divided by depth 19.72 23.98 20.84 modulus of elasticity psi 1300000 1300000 1300000 modified modulus of elasticity psi 1300000 1300000 1300000 compressive stress at zero slenderness ratio psi 850 850 850 modified compressive stress at zero slenderness ratio psi 890 890 890 c is 0.8 for sawn lumber& 0.9 for Glulam 0.80 0.80 0.80 Kee is 0.3 for visually graded lumber & 0.418 for Glulam 0.30 0.30 0.30 Fce psi , 1003 678 898 constant no 1 1.77 1.21 1.58 constant no 2 1.41 0.95 1.26 STABILITY FACTOR 0.73 0.59 0.69 COMP STRESS psi 650 - G I P Z� Column Lateral Stability Factor COLUMN MARK NO. MK 16 REMARKS Side Wall EAVE HEIGHT 16.00 adjustment factor Cf size 1.00 adjustment factor Cm wet use 0.91 adjustment factor Cd duration 1.15 adjustment factor modulus of elasticity 1.00 unbraced length -feet 15.25 k- factor 1.00 effective unbraced length feet- Le 15.25 eff. unbraced length inches- Le 183.00 depth or width inches 7.63 Le divided by depth 23.98 modulus of elasticity psi 1300000 modified modulus of elasticity psi 1300000 compressive stress at zero slenderness ratio psi 850 modified compressive stress at zero slenderness ratio psi 890 c is 0.8 for sawn lumber& 0.9 for Glulam 0.80 Kce is 0.3 for visually graded lumber & 0.418 for Glulam 0.30 Fce psi 678 constant no 1 1.21 constant no 2 0.95 STABILITY FACTOR 0.59 COMP STRESS psi 526 J J.�1N ..r.a - 3� �l •obl �21 ��g iff--1�- > l �A-Z rs 2-t-7,74 i 07 9 a • '� Q, l-7 3 L � - c I yr POLE BUILDING STRUCTURAL DESIGN CALCULATIONS UBC 1994 Gravity Loads PSF Roof Dead Load 5 Roof Live Load 25 Geometr y Feet Bldg Length 48.00 Roof Length 52.00 Bldg Width 40.00 Eave Ht. 12.00 Bay Width 12.00 Roof Slope ft/ft 0.25 Overhang 2.00 Wind Loads Wind Speed 80 mph- Exposure C Wind Pressure q psf. 16.4 gxCgxCe Item Cq Ce Pressure psf Windward wall 0.8 1.06 13.91 Leeward wall 0.5 1.13 9.27 Windward roof 0.3 1.13 5.56 Leeward roof 0.7 1.13 12.97 Uplift roof Average 0.8 1.13 14.83 Longitudinal direction end wall 1.3 1.06/1.13 22.6/24.1 TRANSVERSE DIRECTION UBC 1994 METHOD 1 Force to Roof Diaphragm Lbs per ft. 3/8 of wall wind pressure 104.28 Roof wind pressure 92.66 TOTAL 196.94 Force to End Walls Lbs. Force to Roof Diaphragm x (Roof& Building Length)/2 = 4912 Moment to End Walls Lb-Ft Force to Roof Diap.x Building Lengrth/2 x Equivelent Height = 64965 POLE BUILDING STRUCTURAL DESIGN CALCULATIONS UBC 1994 Gravity Loads PSF Roof Dead Load 5 Roof Live Load 25 Geometry Feet Bldg Length 48.00 Roof Length 52.00 Bldg Width 40.00 Eave Ht. 16.00 Bay Width 12.00 Roof Slope ft/ft 0.n Overhang 2.00 Wind Loads Wind Speed 80 mph- Exposure C Wind Pressure q psf. 16.4 gxCgxCe Item Cq Ce Pressure psf Windward wall 0.8 1.06 13.91 Leeward wall 0.5 1.13 9.27 Windward roof 0.3 1.13 5.56 Leeward roof 0.7 1.13 12.97 Uplift roof Average 0.8 1.13 14.83 Longitudinal direction end wall 1.3 1.06/1.13 22.6/24.1 TRANSVERSE DIRECTION UBC 1994 METHOD 1 Force to Roof Diaphragm Lbs per ft. 3/8 of wall wind pressure 139.04 Roof wind pressure 92.66 TOTAL 231.70 Force to End Walls 1-4s. Force to Roof Diaphragm x (Roof& Building Length)/2 = 5746 Moment to End Walls Lb-Ft Force to Roof Diap.x Building Lengrth/2 x Equivelent Height= 97961 POLE BUILDING STRUCTURAL DESIGN CALCULATIONS UBC 1994 Gravity Loads PSF Roof Dead Load 5 Roof Live Load 25 Geometry Feet Bldg Length 60.00 Roof Length 64.00 Bldg Width 40.00 Eave Ht. 12.00 Bay Width 12.00 Roof Slope ft/ft 0.25 Overhang 2.00 Wind Loads Wind Speed 80 mph - Exposure C Wind Pressure q psf. 16.4 gxCgxCe Item Cq Ce Pressure psf Windward wall 0.8 1.06 13.91 Leeward wall 0.5 1.13 9.27 Windward roof 0.3 1.13 5.56 Leeward roof 0.7 1.13 12.97 Uplift roof Average 0.8 1.13 14.83 Longitudinal direction end wall 1.3 1.06/1.13 22.6124.1 TRANSVERSE DIRECTION UBC 1994 METHOD 1 Force to Roof Diaphragm Lbs per ft. 3/8 of wall wind pressure 104.28 Roof wind pressure 92.66 TOTAL 196.94 Force to End Walls Lbs. Force to Roof Diaphragm x (Roof& Building Length)/2 = 6094 Moment to End Walls Lb-Ft Force to Roof Diap.x Building Lengrth/2 x Equivelent Height= 80535 r POLE BUILDING STRUCTURAL DESIGN CALCULATIONS UBC 1994 Gravity Loads PSF Roof Dead Load 5 Roof Live Load 25 Geometry Feet Bldg Length 60.00 Roof Length 64.00 Bldg Width 40.00 Eave Ht. 16.00 Bay Width 12.00 Roof Slope ft/ft 0.25 Overhang 2.00 Wind Loads Wind Speed 80 mph- Exposure C Wind Pressure q psf. 16.4 gxCgxCe Item Cq Ce Pressure psf Windward wall 0.8 1.06 13.91 Leeward wall 0.5 1.13 927 Windward roof 0.3 1.13 5.56 Leeward roof 0.7 1.13 12.97 Uplift roof Average 0.8 1.13 14.83 Longitudinal direction end wall 1.3 1.06/1.13 22.6/24.1 TRANSVERSE DIRECTION UBC 1994 METHOD 1 Force to Roof Diaphragm Lbs per ft. 3/8 of wall wind pressure 139.04 Roof wind pressure 92.66 TOTAL 231.70 Force to End Walls Lbs. Force to Roof Diaphragm x (Roof& Building Length)/2 = 7136 Moment to End Walls Lb-Ft Force to Roof Diap.x Building Lengrth /2 x Equivelent Height= 121594 POLE BUILDING STRUCTURAL DESIGN CALCULATIONS UBC 1994 Gravity Loads PSF Roof Dead Load 5 Roof Live Load 25 Geometry Feet Bldg Length 72.00 Roof Length 76.00 Bldg Width 40.00 Eave Ht. 12.00 Bay Width 12.00 Roof Slope ft/ft 0.25 I Overhang 2.00 Wind Loads Wind Speed 80 mph- Exposure C Wind Pressure q psf. 16.4 gxCgxCe Item Cq Ce Pressure psf Windward wall 0.8 1.06 13.91 Leeward wall 0.5 1.13 9.27 Windward roof 0.3 1.13 5.56 Leeward roof 0.7 1.13 12.97 Uplift roof Average 0.8 1.13 14.83 Longitudinal direction end wall 1.3 1.0611.13 22.6/24.1 TRANSVERSE DIRECTION UBC 1994 METHOD 1 Force to Roof Diaphragm Lbs per ft. 3/8 of wall wind pressure 104.28 Roof wind pressure 92.66 TOTAL 196.94 Force to End Walls Lbs. Force to Roof Diaphragm x (Roof& Building Length) /2 = 7275 Moment to End Walls Lb-Ft Force to Roof Diap.x Building Lengrth 12 x Equivelent Height = 96104 POLE BUILDING STRUCTURAL DESIGN CALCULATIONS UBC 1994 49 Gravity Loads PSF Roof Dead Load 5 Roof Live Load 25 Geometry Feet Bldg Length 72.00 Roof Length 76.00 Bldg Width 40.00 Eave Ht. 16.00 Bay Width 12.00 Roof Slope ft/ft 0.25 Overhang 2.00 Wind Loads Wind Speed 80 mph- Exposure C Wind Pressure q psf. 16.4 gxCgxCe Item Cq Ce Pressure psf Windward wall 0.8 1.06 13.91 Leeward wall 0.5 1.13 9.27 Windward roof 0.3 1.13 5.56 Leeward roof 0.7 1.13 12.97 Uplift roof Average 0.8 1.13 14.83 Longitudinal direction end wall 1.3 1.0611.13 22.6/24.1 TRANSVERSE DIRECTION UBC 1994 METHOD 1 Force to Roof Diaphragm Lbs per ft. 3/8 of wall wind pressure 139.04 Roof wind pressure 92.66 TOTAL 231.70 Force to End Walls Lbs. Force to Roof Diaphragm x (Roof& Building Length)/2 = 8526 Moment to End Walls Lb-Ft Force to Roof Diap.x Building Lengrth/2 x Equivelent Height= 145227 POLE BUILDING STRUCTURAL DESIGN CALCULATIONS UBC 1994 Gravity Loads PSF Roof Dead Load 5 Roof Live Load 25 Geometry Feet Bldg Length 84.00 a Roof Length Bldg Width 40.00 Eave Ht. 12.00 Bay Width 12.00 Roof Slope ft/ft 0.25 Overhang 2.00 Wind Loads Wind Speed 80 mph- Exposure C Wind Pressure q psf. 16.4 gxCgxCe Item Cq Ce Pressure psf Windward wall 0.8 1.06 13.91 Leeward wall 0.5 1.13 9.27 Windward roof 0.3 1.13 5.56 Leeward roof 0.7 1.13 12.97 Uplift roof Average 0.8 1.13 14.83 Longitudinal direction end wall 1.3 1.06/1.13 22.6/24.1 TRANSVERSE DIRECTION UBC 1994 METHOD 1 Force to Roof Diaphragm Lbs per ft. 3/8 of wall wind pressure 104.28 Roof wind pressure 92.66 TOTAL 196.94 Force to End Walls Lbs. ��7 Force to Roof Diaphragm x (Roof& Building Length)/2 = 8271 Moment to End Walls Lb-Ft Force to Roof Diap.x Building Lengrth/2 x Equivelent Height= 108987 POLE BUILDING STRUCTURAL DESIGN CALCULATIONS UBC 1994 4 Gravity Loads PSF Roof Dead Load 5 Roof Live Load 25 Geometry Feet Bldg Length 84.00 Roof Length 88.00 Bldg Width 40.00 Eave Ht. 16.00 Bay Width 12.00 Roof Slope ft/ft 0.25 Overhang 2.00 Wind Loads Wind Speed 80 mph- Exposure C Wind Pressure q psf. 16.4 gxCgxCe Item Cq Ce Pressure psf Windward wall 0.8 1.06 13.91 Leeward wall 0.5 1.13 9.27 Windward roof 0.3 1.13 5.56 Leeward roof 0.7 1.13 12.97 Uplift roof Average 0.8 1.13 14.83 Longitudinal direction end wall 1.3 1.06/1.13 22.6/24.1 TRANSVERSE DIRECTION UBC 1994 METHOD 1 Force to Roof Diaphragm Lbs per ft. 318 of wall wind pressure 139.04 Roof wind pressure 92.66 TOTAL 231.70 Force to End Walls Lbs. Force to Roof Diaphragm x (Roof& Building Length)/2 = 9917 Moment to End Walls Lb-Ft Force to Roof Diap.x Building Lengrth /2 x Equivelent Height = 168860 POLE BUILDING STRUCTURAL DESIGN CALCULATIONS UBC 1994 Gravity Loads PSF Roof Dead Load 5 Roof Live Load 25 Geometry Feet Bldg Length 96.00 Roof Length 100.00 Bldg Width 40.00 Eave Ht. 12.00 Bay Width 12.00 Roof Slope ft/ft 0.25 Overhang 2.00 Wind Loads Wind Speed 80 mph - Exposure C Wind Pressure q psf. 16.4 gxCgxCe Item Cq Ce Pressure psf Windward wall 0.8 1.06 13.91 Leeward wall 0.5 1.13 9.27 Windward roof 0.3 1.13 5.56 Leeward roof 0.7 1.13 12.97 Uplift roof Average 0.8 1.13 14.83 Longitudinal direction end wall 1.3 1.06/1.13 22.6/24.1 TRANSVERSE DIRECTION UBC 1994 METHOD 1 Force to Roof Diaphragm Lbs per ft. 3/8 of wall wind pressure 104.28 Roof wind pressure 92.66 TOTAL 196.94 Force to End Walls Lbs. Force to Roof Diaphragm x (Roof& Building Length)/2 = 9638 Moment to End Walls Lb-Ft Force to Roof Diap.x Building Length/2 x Equivelent Height= 127243 POLE BUILDING STRUCTURAL DESIGN CALCULATIONS UBC 1994 Gravity Loads PSF Roof Dead Load 5 Roof Live Load 25 Geometry Feel Bldg Length 96..00 Roof Length 100.00 Bldg Width 40.00 Eave Ht. 14.00 Bay Width 12.00 Roof Slope ft/ft 0.25 Overhang 2.00 Wind Loads Wind Speed 80 mph- Exposure C Wind Pressure q psf. 16.4 gxCgxCe Item Cq Ce Pressure psf Windward wall 0.8 1.06 13.91 Leeward wall 0.5 1.13 9.27 Windward roof 0.3 1.13 5.56 Leeward roof 0.7 1.13 12.97 Uplift roof Average 0.8 1.13 14.83 Longitudinal direction end wall 1.3 1.06/1.13 22.6/24.1 TRANSVERSE DIRECTION UBC 1994 METHOD 1 Force to Roof Diaphragm Lbs per ft. 3/8 of wall wind pressure 121.66 Roof wind pressure 92.66 TOTAL 214.32 Force to End Walls Lbs. 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