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HomeMy WebLinkAboutBLD99-0115 Fuel Station Canopy - COM Permit / Conditions - 5/11/1999 MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 El' U I L_ D I rq 0 p E R m I T FOR IN' 1 ,- , i __,N,, CALL 427-9670 BETWEEN 5pm AND Sam 427-7262 BLD99-0115 PARCEL :221321190330 PLATS DIV : BLK - 10T ,- JOB ADDRESS : 1081 ELICKERING RD SHELTON PERMIT OWNER - RI CHAR I DOI CONTRACTOR % rdULL 8 VOIDBY EXPIRATION LEGA[ t TO 33 Of GOVI tQf I TO 2 Of SP 1155 SEE SURVEY 5142 F. 1161 PICKERING AD ATF- By CLASS OF WORK . . tNEW BEORs 0 BATH : 0 TYPE AMOUNT BY DATE RECEIPT 110E AMOUNT BY DAY' 11F.0 I PT TYPE OF USE . . . . :COM STORIES . . . . . . . :0 1 , . , __=� OCCUP . GROUP . . . I U I BLDG . HEIGHT . . z O .Oft PLCK $ 48,59 VA 02124149 49543 IRV 11; 42.00 NJP 05111199 50225 TYPE OF CONST . t2FR FIREPLACES . . . . 0 PONT t 87.25 RJP 65111199 51225 . 00CUP . LOAD .. . . 0 WOODSTOVES . . . . . 0 ADJ 1 73b NJP 0111199 5#225 DWELL .UNITS . . . . 0 PARKING SPACES : 0 STf E 1 4.50 00 45111199 50225 INSPECTION ARENA : 2 SHORELINE7 . . . . :N VIOF 1 87.25 CIP 85111199 50225 TOTAL: 277,35 VALULATIONi 1851 1 # SETBACKS------,---------- TOILETS . . . . . . . . . . t 0 FUEL TYPES---------- BOILERS/COMP---- MOBILE HOME-- FRON'T _S 29 .Oft BATH BASINS . . . . . . t 0 % 0-3 HP . : 0 REAR . . . .N 10 .Oft BATH TUBS . . . . . . . . s 0 3- 15 HP . : 0 MODEL : SIDE ( l ) .E 10 .Oft SHOWERS ., . . ' . . . . . . a 0 FURN 100K BTUs 0 15-30 HP . : 0 MAKE-- ---,.-- SIDE (2) .W 18 .0ft WATER HEATERS . . . . : 0 FURN >=100K BTU : 0 30-50 HP . : 0 SHRLINE .N O ,Oft CLOTHES WASHERS — i 0 FURN - FLOOR . . . t 0 50+ HP . : 0 .-,YEAR-­-- --- - AREA KITCHEN SINKS . . . . 1 0 HEAT PUMP . . . . . . 1 0 LOT SIZE . . : FLOOR DRAINS ,. . . . . . 0 VENT SYSTEMS . . . 1 0 EVAP COOLERS : 0 LENGTH : 0 BUILDING . . . : Osf DRINKING FOUNT — :. 0 VENT FANS . . . . . . ; 0 HOODS . . . . . . : 0 WIDTH . : 0 BASEMENT . .. . : 08f LAUNDRY TRAYS . . . . t 0 DOMES . INCIN :0 -SERIAL#­- --- DECKS . . . . . . 00 DISHWASHERS . . . . . . : 0 AIR HANDLING UNITS-- COMML . INCIN :O GAR/CARP .0 1440 GARB DISPOSALS . .. . : 0 <- '10000 cft . : 0 RFLOCIREPAIR : 0 AT/DT . .-I) UkINALS . . . . . . . . . . : 0 > 10000 cfm . : 0 OTHER UNITS . : 0 MISC PLM FIXTURES : 0 GAS OUTLETS . : 0 PROjECT UESCRIPTIONt INSTALL CANOPY OVER Full 011"FENSOAS PROJECT LOCATION; THIS PERMIT BECOMES 1101.1. AND VOID IF WORK 09 CONSIOUCTION At[THOII',ED IS NOT CONNfOCIP WITHIN 181 OAUS, ,OR If CONSIROC] ION OR WORK IS SUSPENDED FOR A PERIOD OF 181 DAYS AT ANY TIME AFTER 1019 IS COMMENCED. EVIDENCE OF CONTINUATION Of WORK IS A PROGRESS INSfECT.I.Of WITHIN THE 181 DAY PERIOD, FINAL INSPECTION MUST OF APPROVED BEFORE FUILDING CAN BE OCCUPIED. 0INfIl Op AGENT t DATE: 61.9-PRIT, revi 8301191 COMPLIANCE TO ArTACHED CONDITIONS IS REQUIRED CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by ISet Up date by INSULATION date by BG/SLAB Insulation 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 MASON COUNTY Mason County Bldg. III 426 W. Cedar Nil P.O. Box 186 Shelton, Washington 98584 Case No . : BLD99-0115 Fort RICHARD KIM Page : 1 1 ) This application is subje3ct. to Buffer And Landscaping requirements as established under tiason County Ordinance 1 .03 .036 . X 2 ) Proposed structure or any portion thereof greater than 30" in height from grade line, must maintain a minimum of 5 ' setback from all property lines , easements and 10 ' from all County and St to Road right of ways . X •c_ 3 ) All upland areas disturbed or newly created by construction activities shall be seeded, vegetated or i n some other equivalent type of protection against erosion . X._____.___ 4 ) All approved plans are required to be on- site for inspeac t i on purposes . If inspection is called for and plans are not on site Approval WILL NOT beranted . in addition, a g Re- Inspection fee in the amount of $42 .06 per hour (minimum, l hour ) will be charged and must be collected by this department prior to any further inspections being performed or approval granted . 5 ) PURSUANT TO 1994 UNIFORM BUILDING CODE , ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY . MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A REINSPECTION FEE , BASED ON RATES IN TABLE 3A OF THE 1994 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRA TOR FAILS. TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS . X -- 6) The approved plot plan i 4; required to be on--site for inspection purposes . If Inspection is called for, and plot plan is .not on site, Approval WILL NOT be granted . In addition ., a Re- Inspection fee In the amount of $42 .00 per hour (minimum 1 hour ) will be charged and must be col -lected by this department prior to any further inspections being CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls I date by Set Up date by INSULATION date by BG/SLAB Insulation 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 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 perTormea or approva : gran tea -. X 7 ) No Occupancyy . This structure is limited to U-1 use only . Any other use will be in violation of the uniform Building Code and Mason Count x._�ec 1 at i ons unless a "Change of Use" permit is approved . X fJ��`'' ~~ 8 ) Any changes in construction shall be reviewed by engineer of record and submitted in writing to the Mason County Building Departmen# pr �or to construction . X., - 9 ) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION . ANY CHANGE OF USE OR OCCUPANCY WOULD RESULT IN PERMIT REVOCATION . CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE . x 10 ) Proposed structure or pportions thereof with an projection over 30" in height from grade line , must maintain a b ' separatio d ' tance between adjacent structures and that furthest project ion . 11 ) Changes to approved building plans that effect compliancelto the 1991 Washington State Energy Coder, 1991 Vent i .i a t: i ccn and Indoor, Air Qua i i t Code, the Uniform Building Code and/or Mason County 4--Qula is must be approved by Mason County prior to constructianX _ __ 12 ) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS RE UIR. PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE . x� ��_ V . Case No . s BLD99--01 15 CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by ,Ribbons i date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation 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 .. PERMIT NO.. BLD - MASON COUNTY zh BUILDING PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner tia�+� VZ Inn Contractor Name K -6� Mailing Address 10bt E• Mailing Address do E. Jphovo Sw,*e Zt0 City 51-k---L-TQQ State W* Zip Code 9% City 0k„Ar .yiow State WA Zip Code 9850t Phone 2( S3 ) '5al• OZ61 Other Ph.(7-53 )39D, 0151 Ph. 31ao 351- 9835 Other Ph. --'A-u SO}• y!'+L Lien/Title Holder Contractor Reg. # IP%F-6xC,p *4 LAq tJK Address Expiration 09 / oS / 9'9 SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System Well Water System Name of Water System PARCEL INFORMATION-12 digit Tax Parcel No. AS'- 13'Z,_ / I t / 9y33p Fire District Legal Description -rK 33 ol�- 6oVr LaT 1 TQ.Z of Sb --W s-1 `Iz— Site Address(Please include street name, street number and city) lObt I- ',,ta--L-T0 J .. m Directions to site Will timber be cut and sold in parcel preparation? (Yes/No) NO Is your property within 200' of the following: Body of Water(Name) Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New Add Alt Repair Other X Use of Building Describe Work C.A+OoPK OOF-V. VO \ 144 ,g No. of Bedrooms No. of Bathrooms SQUARE FOOTAGE-1st Floor 2nd Floor 3rd Floor Loft Basement Deck Other sq. ft. Garage Attached Detached Carport Attached Detached MOBILE HOME INFORMATION-Make Model Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ Replacement Unit ?(Yes/No) Installer Name Certification No. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-1 certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. first obtaining approval. X Date Date FOR OFFICIAL USE BEYOND HIS POINT Accepted by ' Dat ✓'':,� Submittal Amount Due 1 •"> Receipt No. DEPARTMENTAL REVIEW. APPROVED DENIED CF3NpIT10N CODES. Building Department Occ Group - ( Type Constr Planning Department Environmental Health Department Public Works Department I Fire Marshal Valuation $ FEES Building Permit Fee Site Inspection Plan Review Fee UFC Plan Review Fee Plumbing & Base Fee Public Works Review Fee Mechanical & Base Fee Other Wood/Gas/Pellet Stove Fee S Other Violation Fee Pre-Paid at Submittal .::.....:::::: TOTAL FEE S FORM MUST BE COMPLETED IN INK PLEASE PRESS HARD MASON COUNTY PROJECT SITE INFORMATION Case No. Name a&.s/�Q &/•r PARCEL NUMBER ZZ/ 3s -//— 90.%30 Date SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the site plan Lot Dimensions Fences Existing Structures Driveways Structure Setbacks Shorelines Water Lines Topography Well Location (including adjacent) Drainage Plan Names bf Streets Easements 11 Names of Fronting Streets Septic System DRAW SITE PLAN BELOW Include adjacent properties if on shoreline or within 100 feet of adjacent property line. adjacent property line- I I <-adjacent property line �7�yG,�01 I � I I I I I 1 � I 17 I r I I � I I 1 I I I I I I adjacent property line4 I ' E-adjacent property line SAMPLE SITE PLAN adjacent property line-> 3to� f-adjacent property line I D 30. rR�scRvE 31 , AL I Pry—.� �1. I' CREEIG \ I P HOMt i &a&oNJ I j Prm%o I 1 , I I VACANT I T CSAltA&& I I 30' I i Paovosen � T n"=t&LrunAL 50 I 1 I I B O' I \� I /DO I � I I I r r""eLL I I I I I )i /DD. I I t t.GL I I I I \ adjacent property lined i 'Ile \i Fad'acent ro ert' line TOPOGRAPHY PROFILE(Show a side view of property. Show slopes, cuts and fills. If possible include height and the degree of slopes. See sample topography profile.) SAMPLE TOPOGRAPHY PROFILE dl s+a"aa. to ruttu►Nr— Slops. �c¢ ie t Signature Date Protection from vehicles - Uniform Fire Code 8001.9.3 Guard posts or other approved means shall be provided to protect storage tanks and connected piping, valves and fittings, dispensing areas and use areas subject to vehicular damage. When guard posts are installed, the posts shall be: 1. Constructed of steel, not less than 4-inches in diameter and concrete filled, 2. Spaced not more than 4 feet (1219mm) between posts on center, 3. Set not less than 3 feet (914mm) deep in concrete footing of not less than 15 inches (381mm) in diameter. 4. Set with the top of the posts not less than 3 feet (914mm) above ground, and 5. Located not less than 5 feet (1524mm) from the tank. Steel pipe, minimum 4-inch diameter filled with concrete. 3' mimimum (Ground level) J IIMF concrete footing not less t an 15" diameter 3' minimum : ,, ■� F*t OFF CE UW-ONLY UNDERG JUND STORAGE TANK ® 30 DAY NOTICE 0WrW Mot •II.I.IIO. fT/If Of 11'.[ r 0 E C O L U 6 T Once validated by Ecobgy,this tom,eafYea as See back of form for instructions your t«may pemdt to My tanks Wed Wow. Please ✓ the appropriate box: EJ Intent CJ Intent 4Both to Install to Close Site Information Owner Information (This krtorrtelon YdI be ratumad to this address) Site ID Number UST Owner/Operator I f^^ LA w-E—S 17P�z� (Avaiode from Ecology If me tams are regkstarvd) Stte/Business Name Mailing Address suvet Site Address ft8l E. �!«k�Z�w\]C�, R-�• Stroet P.O.Box City/State wk Clty/State SI LTO+J JIN Zip Code Telephone (_� ZIP Code Telephone Lu3 58I OZSI Tank Installation Company of known). Fill out this section ONLY If tanks are being Installed. o Service Company Qt Contact Name Address 1Zy E yN�o+J Sv.�G Zl0 P.O.Box ok'A 9(b50I Telephone 3( �D) 352, 5e)3S city StEde ZIP code Tank Permanent Closure Company(11 kno m). fait ottt this section ONLY tf tanks are being closed. Service C;b# rty. Contact Name Address k Street P.0.8ax Telephone( 1 City Stata 23p Cod' Tank Installation Tank closure.16formatlon Information -RI out this sod on ONLY If tanks,are bang dosed. All out this sector ONLY If tanks are being Installed. Is Thsra Projected Productln ff No,Date Closure Till Substance Date Tank the Tank Tar*'Vllas::', Approx. Tank tD Date Capacity Stored Last Used (YesfHo) Purnped Tank ID Install Date 777 To receive this document In an ahemadve format,contact the TOXICS CLEANUP PROGRAM at 1-800-826-7716(voiCE)OR(360)407-6006(TDD). ECY 02O-95(Rev.4/95) Design Calculations Structural Steel Fueling Canopy National Image Systems Spencer Lake Grocery Shelton, Washington Supplied by: Kustom Kanopies, Inc. 2789 Midland Dr. Ogden, UT 84401 Sf w �IpQ Designed by: �' z Mountain View Engineering, Inc. P.O. Box 839 21 Brigham City, UT 84302t'��FGjR�°` w '""�O James O. Moore, P.E. N�L EXP+RE� i 0 1 F E B 191999 7 pages of calculations t Mountain View Engineering Page: 1 P.O. Box 839, Brigham City, Utah 84302 Date: 2/16/99 Phone (435)734-9700 Fax. (435)734-9519 By: Paul Job: Kustom Kanopies Fueling Canopy#2371, MVE #99070 Subject: National Image Systems, Spencer Lake Grocery, Shelton, WA DESIGN CRITERIA CONTINUOUS PURLIN LAYOUT Snow Load= 25 psf Puriin Spacing= 8.00 ft Dead Load= 10 psf Edge Distance Each Side= 2 ft Seismic Zone= 3 Left Cantilever= 6 ft Wind Speed= 80 mph 0 Bay(s) 0 ft Exposure= C Right Cantilever= 6 ft w(DL)= 0.060 klf CANOPY DIMENSIONS w(LL)= 0.150 klf Length= 12 ft From Page 5, Use W8x13 ft Width= 12 ft Fascia Height= 2 ft CONTINUOUS BEAM LAYOUT Canopy Clear Height= 14.5 ft Left Cantilever= 6 It Total Height of Canopy= 16.5 ft 0 Bay(s)@ 0 ft Number of Column Rows= 1 Right Cantilever= 6 ft Number of Columns/Row= 1 Maximum Tributary Width= 6.00 ft p1 (DL)= 0.72 kip LATERAL p1 (LL)= 1.80 kip Wind p2 (DL)= NA kip Ce= 1.13 p2(LL)= NA kip Cq= 1.3 From Pages 6&7, Use TS10x4x1/4 qs= 16.4 psf Iw= 1 COLUMN Pw= 24.09 psf Column Specification: TS12x12x1/4 Total Base Shear M= 0.58 kip Fy= 46 ksi Length= 15.5 ft Seismic Moment at Base= 8.96 kip-ft Ca= 0.36 S(required)= 3.90 inA3 R= 2.9 S(actual)= 44.1 inA3 W= 1.44 kip Unity Check= «1.33 OK ULT Total Base Shear M= 0.54 kip ASD Total Base Shear M= 0.38 kip ANCHOR BOLTS(AISC A-36) No. Botts per Connection= 4 ULT Lateral Load Each Column= 0.58 kip Diameter= 1.25 in ASD Lateral Load Each Column= 0.58 kip Mean Anchor Bolt Spacing= 16.00 in Distance From Base= 15.50 ft Wind Connection Force= 0.58 kip FOOTINGS (per UBC 1806.7.2.2) Overturning Moment= 8.96 kip-ft Allowable Soil Pressure= 1500 psf T(each bott)= 3.36 kip Max. Vertical Column Load= 5.04 kip V(each bolt)= 0.14 kip Square T(allowable)= 31.12 kip Length= 4 ft V(allowable)= 16.09 kip Width= 4 ft Unity Check= 0.12 OK Req. Depth(see page 3)= 3.24 ft Actual Depth= 4.75 ft q actual= 1028 psf q(allowable)= 2625 psf Round Diameter= 4 ft Req. Depth(see page 4)= 3.63 ft Actual Depth= 4.75 ft q actual= 1114 psf q(allowable)= 2625 psf MOUNTAIN VIEW Page ENGINEERING, ENC. Job kA-'-,1A1A-T zhi4-eO SY57f-,4f5 Date2-ls- s�6nicae Lgrf, lo�evice�Y P.O.Box 839• Brigham City, Utah 84302 Subject_ SH�t-roiy, WA By PA(A L- Phone(435) 734-9700• Fax. (435)734-9519 \ _P 0 � N P h N _Q �NRUIV `o h MOUNTAIN VIEW ENGINEERING, INC. Title: Fueling Canopy Job#2371 P.O. Box 839 Dsgnr: Paul Date:11:52AM, 16 FEB 99 Brigham City, Utah 84302 Description: National Image Systems Spencer Lake Grocery,Shelton,WA Phone(801)734-9700 Scope Fax(801)734-9519 �• 5,�, Pole Embedment in Soil Description Embed Depth LGeneral Information Allow Passive 150.00 pcf Applied Loads... Max Passive 1,500.00 pcf Point Load 580.00 Ibs Load duration factor 1.330 distance from base 15.500 ft Pole is Rectangular Width 48,000 in Distributed Load 0.00#/ft Restrained @ Surface distance to top 0.000 ft distance to bottom 0.000 ft Summary Moments @ Surface... Point load 8,990.00 ft-# Total Moment 8,990.00 ft-# Distributed load 0.00 Total Lateral 580.00 Ibs Without Surface Restraint... With Surface Restraint... Required Depth 0.000 ft Req'd Depth 3.238 ft Press @ 1/3 Embed... Pressure @ Base... Actual 0.00 psf Actual 646.03 psf Allowable 0.00 psf Allowable 646.03 psf Surface Restraint Force 3,704.87 Ibs (c)1983-98 ENERCALC c:\99projects\kkanopies\sheltwa:Calculations KW-0602479,Ver 5.0.5,15-Mar-1998,Win32 y MOUNTAIN VIEW ENGINEERING, INC. Title: Fueling Canopy Job#2371 P.O. Box 839 Dsgnr: Paul Date:11:52AM, 16 FEB 99 Description: National Image Systems Brigham City, Utah 84302 Spencer Lake Grocery,Shelton,WA Phone(801)734-9700 Scope: Fax (801)734-9519 510W1 Pole Embedment in Soil ' Description Embed Depth General Information Allow Passive 150.00 pcf Applied Loads... Max Passive 1,500.00 Pcf Point Load 580.00 Ibs Load duration factor 1.330 distance from base 15.500 ft Pole is Round Diameter 48.000 in Distributed Load 0.00#!ft Restrained @ Surface distance to top 0.000 ft distance to bottom 0.000 ft Summary Moments @ Surface... Point load 8,990.00 ft-# Total Moment 8,990.00 ft-t Distributed load 0.00 Total Lateral 580.00 Ibs Without Surface Restraint... With Surface Restraint... Required Depth 0.000 ft Req'd Depth 3.631 ft Press @ 1/3 Embed... Pressure @ Base... Actual 0.00 psf Actual 724.42 psf Allowable 0.00 psf Allowable 724.42 psf Surface Restraint Force 3,494.19 Ibs (c)1983-98 ENERCALC c:199projectslkkanopies\sheltwa:Cak:ulations KW-0602479,Ver 5.0.5,15-Mar-1998,Win32 5 MOUNTAIN VIEW ENGINEERING, INC. Tide: Fueling Canopy Job#2371 P.O. Box 839 Dsgnr. Paul Date:11:56AM, 16 FEB 99 Description: National Image Systems Brigham City, Utah 84302 Spencer Lake Grocery,Shelton,WA Phone(801)734-9700 Scope: Fax(801)734-9519 Steel Beam Design Description Purlin General Information Steel Section:W8X13 Fy 50.00ksi Fixed-Free Load Duration Factor 1.00 Center Span 6.00 ft Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 1.00 ft Distributed Loads _ #1 #2 #3 #4 #5 #6 #7 DL 0.D60 k/ft LL 0.150 k/ft ST k/ft Start Location ft End Location ft Summary Beam OK Using:W8X13 section,Span=6.00ft, Fy=50.0ksi End Fixity= Fixed-Free,Lu=1.00ft,LDF=1.000 Actual Allowable Moment 3.780 k-ft 27.259 k-ft Max. Deflection -0.051 in fb : Bending Stress 4.576 ksi 33.000 ksi Length/DL Defl 9,845.7 : 1 fb/Fb 0.139 : 1 Length/(DL+LL Defl) 2,813.1 : 1 Shear 1.260 k 36.754 k fv: Shear Stress 0.686 ksi 20.000 ksi fv I Fv 0.034 : 1 Force& Stress Summary «-These columns are Dead+Live Load placed as noted-» DL LL LL+ST LL LL+ST Maximum Only a Center a Center Cants Cants Max. M+ 3.78 k-ft k-ft Max.M- -1.08 -3.78 k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @ Left 1.26 k 0.36 1.26 k Shear @ Right k k Center Defl. -0.051 in -0.015 -0.051 -0.051 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.26 0.36 1.26 1.26 k Reaction @ Rt k Fa calc'd per 1.5-1, K'Ur<Cc DLO rr (c)1983-98 ENERCALC c:199projectslkkanopieslsheltwa:Calculations KW-0602479,Ver 5.0.5, 15-Mar-1998,Win32 MOUNTAIN VIEW ENGINEERING, INC. Tide: Fueling Canopy Job#2371 ` P.O. Box 839 Dsgnr: Paul Date: 12:07PM, 16 FEB 99 Description: National Image Systems Brigham City, Utah 84302 Spencer Lake Grocery,Shelton,WA Phone(801)734-9700 Scope Fax (801)734-9519 51mo1 Steel Beam Design ' Description Beam General Information Steel Section : TS1OX4X1/4 Fy 46.00ksi Fixed-Free Load Duration Factor 1.00 Center Span 6.00 ft Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 4.00 ft Point Loads #1 #2 #3 #4 #5 #6 #7 Dead Load 0.720 k Live Load 1.800 k Short Term k Location 4.000 ft Summary Beam OK Using:TS10X4X1/4 section,Span=6.00ft, Fy=46.Oksi End Fixity= Fixed-Free,Lu=4.001t,LDF=1.000 Actual Allowable Moment 10.080 k-ft 40.126 k-ft Max. Deflection -0.071 in fb: Bending Stress 7.627 ksi 30.360 ksi Length/DL Defl 7,129.5 : 1 fb/Fb 0.251 : 1 Length/(DL+LL Defl) 2,037.0 : 1 Shear 2.520 k 46.000 k fv: Shear Stress 0.504 ksi 18.400 ksi fv/Fv 0.027 : 1 Force&Stress Summary «_These columns are Dead+ Live Load placed as noted-» DL LL LL+ST LL LL+ST Maximum Only (d Center a Center Cants Cants Max. M+ 10.08 k-ft k-ft Max. M- -2.88 -10.08 k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @ Left 2.52 k 0.72 2.52 k Shear @ Right k k Center Defl. -0.071 in -0.020 -0.071 -0.071 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 2.52 0.72 2.52 2.52 k Reaction @ Rt k Fa calc'd per 1.5-1, K`L/r<Cc (c)1983-98 ENERCALC c:\99projects\kkanopies\shettwa:Calculations KW-0602479,Ver 5.0.5,15-Mar-1998,Win32 MOUNTAIN VIEW Page_ ENGINEERING, INC. Job K - F:-ran/, w4 Date P.O. Box 839• Brigham City,Utah 84302 Subject By P.ki.t L Phone(435)734-9700• Fax. (435)734-9519 SEA-Xl\ TRY o u 4 x /y A, fo.'B"i l^/2- , .71= 71,3 IN4; $x `7 zo.Zav3 r" =3- 1/7 1-, "T AsSNME w� pA/ Yy of CAVVOPI' 22-1,7iN �A�"."..s�LC � 120�.• F�1 �� pc6✓. I'QGi b D. 3 Z < I ,ENO 'TIvtSr T F A2pw RZEV, PA-e.-rL Taet�..r 12'-0" 21" Z o W8x13 PURLINS 16' Q 6'-0" 6'-0" �, F O TS 10x10xi/4 BEAM 1-3/8"m HOLE Q N • STEEL LN Z � COLUMN v N W o Q3 C `" co)STD. 3" DECK PANEL 1/4" W8x13 r ` =Z z CD TS 12x12x1/4 < EW Q COLUMN 1/4" STIFFENER N I. f- VJ 0 uJ `D TS 12x12xtj4 `D • • N�Q= T-T COLUMN W C7 N 3 C7 W W 210 o I co 6" CONC. SLAB BASEPLATE DETAIL USE 3PLATE"x2," j dc N.T.S. BASE PLATE J J C9 aj C�n�� zWw s 0 4'-0" SO. ��H�� Q V ujcc i FOOTING W `o W8x13 L U J d V 02 oe 0 4'-o" ME co) N S0. z `V 1997 U.B.C. DATA w o SECTION/ELEVATION OCCUPANCY OOCCUPYGROU S � o 1-1/2"xl-1/2"x3/16" TS 1Ox4x1/4 SCALE: 1/8"=1'-0" CONSTRUCTION PE . . . . . . . . . . II N a. --j OCCUPANCY LOAD FACTOR . . . . . . N.A -14 DIAGONAL BRACE SEPARATION . . . . . . SEE SITE PLAN AND SEC. 311.2.3.2 AND TABLE 5A o o ol USE . . . . CANOPY OVER GAS L = z 35 " " FRAMING PLAN AREA . . . . . . . . . . . . . 4�. F1k` < N r SCALE: 1/4"=1'-D" Amy `►7 W � m z ob z�+ m W w o 0 Ex ow IV) oa ;E STEEL COLUMN ST. COLUMN , A1'Gt_��GrSTER TONAL EXTEND A.B 6" EXTEND A.B. 6" . s ABOVE FOOTING 2" NON-SHRINK ABOVE FOOTING 2" NON-SHRINK GROUT BY G.C. GROUT BY G.C. : FEB 19 r ® 'a r — R I T t fl (12) #4 VERTICALS z aLL r — (12) #4 VERTICALS r 4 t * f AS SHOWN AS SHOWN ti r u 3 lbH L -J — J (4) 1-,/4"x36" ANCHOR 11111 (4) 1-1/4"x36" ANCHOR ' o � BOLTS A-36 WITH 4" LEG BOLTS A-36 WITH 4" LEG i 3'-0" 4'-0" 3'-0" 4'-0" I\­ #4 HORIZONTALS #4 HORIZONTALS 010" O.C. (5) LAYERS a 010" O.C. (5) LAYERS m ANCHOR BOLT FOOTING DETAIL OPTIONAL ANCHOR BOLT FOOTING DETAIL SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" OF 2 #2344 1 ■ #12 TEK #12 TEK 1 TYP. CONN. 1 TYP. CONN. `v 1"xt%1/8" ANGLE z 4'-0" MAX. SPACING 1"x1"x1/8" ANGLE 1— O 4'-0" MAX. SPACING 0 I (V STRUCTURAL NOTES: LLI Z s \ 1/8 1- v = W N 12 TEK A. GENERAL 000 N oc in SCREW (TYP.) 1. The contractor shall verify all conditions and dimensions OT 3 = PURLIN at the site. N 20 GA. SMOOTH WHITE 20 GA. SMOOTH WHITE FASCIA/GUTTER FASCIA/GUTTER 2. Observation visits to the site by the design engineer shall W�"Z = neither be construed as inspection nor approval of W 0 O LO construction. y V H c~a 3. During and after construction, builder and/or owner shall }"0 W y J12 TEK SCREW (TYP.) RAIN GUTTER keep loads on the structure within limits of design loads. CA _ 4. Typical details and sections shall apply where specific W 0 N 3 19" 52" details are not shown. 0 W r LU B. DESIGN CRITERIA Z QN.T.S. 1. Building Code . . . . . . . . . . . . UBC 1997J isTYPICAL SIDE FASCIA DETAIL 7 TYPICAL END FASCIA DETAIL 2. Snow Load . . . . . . . . . . . . . 25 P.S.F. 3Dead Load . . . . . . . . . . . . . 10 P.S.F. 4 Z J N.T.S. Q cc W . Wind Design: upWind Velocity . . . . . . . . . . . . BO M.P.H. `Z Exposure . . . . . . . . . . . . . . . C LU(> I . . . . . . . . . . . . . . 1 Z CO)IL �1_1/2%1-1/2%3/16" 1/4"x3"x6" PLATE ANGLE BRACE 4. Seismic Design: C' aD DIAGONAL BRACE BEAM 2"x2"x1/4" Zone . 3 � z BEAM PURLIN 3/18 3/1s 1 AS REQUIRED l 1.0 0 C. FOUNDATION o 1. Soil Bearing Pressure — 1500 P.S.F. (not tested) a 3/16 1- 2. Design Lateral Soil Pressure: 150 P.S.F./Ft. of depth. 1/8 1- 1/4"x6"x8" PLATE WELD AFTER SPLICE 3. All footings shall be placed on undisturbed soil or on ONE SIDE o PLATE IN PLACE granular fill mechanically compacted to not less than 95% of modified proctor density (ASTM D-1557). 8 0 3r6 are D. CONCRETE N 3" c3 < NNO 1. All concrete shall have a design 28—day compressive strength of 2500 P.S.I. M E. STRUCTURAL STEEL m PROVIDE PLATE EACH SIDE OF WEB 1. Structural steel shall be fabricated and erected in in "IC USE 1 4 xt 1 2 x6 PLATE FOR 1/e 1• (2) EA. A-307 / " "/ " accordance with the latest edition of the following: PURLIN 5/8" BOLTS 4" WIDE FLANGES AND 1/4"x2"x6" 3'-0" (a) AISC "Specifications for the Design Fabrication W N PLATE FOR WIDER FLANGES PURLIN and Erection of Structural Steel for Buildings". (b) AISC "Code of Standard Practice" excluding the PURLIN BRACING DETAIL (AS REQUIRED) (��N. PURLIN SPLICE DETAIL (AS REQUIRED) 5 BEAM BRACING DETAIL (AS REQUIRED) following sections: 1.5.1, 3.3 (first sentence), 4.2. 4.2.1, 4.2.2. 7.5.4, and 7.11.5. N.T.S. T.S. N.T.S. (c) AISC "Specifications for the Design of Cold ' Formed Structural Members". $ BEAM 2. Structural steel shall conform to ASTM A-36 for e (4) EA. 5/8"x2-1/2" plates, angles, and pipes, and ASTM A-572 Grade AIR BEAM A-307 BOLTS (TYP) 50 for all beams and purlins. A 3/16 3/16 FOR ERECTION ONLY. 3/16 3. Cold—formed structural steel tubing shall conform to z - BEAM SPOT WELD. ASTM A-500, Grade B. 9 4. All welding shall be performed by certified welders in 0 s 3x3x1/4 ANGLE EAai accordance with the Am r' ociety. a EACH SIDE OF 3/16 ANGLE 5. On all bolted connec ' usV.ST 7 bolts d BEAM unless otherwise s I n 0 s dfi 3/16 NOTCH COLUMN TO required). �� M Sa SUPPORT BEAM 6. Metal roof deck 22 T deg PURLIN = 3/8"x4"x10" PLATE 50. sA EACH SIDE 1/8 1/2 F. PAINTING g PURLIN 1. All exposed t ct r I steel a imed ith (spar 8"x8" DECK PANEL — GUSSET R 3/1s (2)8"x8" GUSSET R 13-12-79 0 opp ed EACH SIDE OF COLUMN 2. All welds a I o d �� Sh�I d with STEEL prime coat after ISTERti�`�i�' COLUMN STD. PANEL CLIP J ��NAL 6N STEEL COLUMN 016" O.C. STD. 3" DECK PANEL i XPRE9 DEC n ono M CONNECTION PURLIN CONNECTION DETAIL 2 OF 2 � COLUMN/BEAM (DRT.S. FEB 191999�2344 N.T.S.