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HomeMy WebLinkAboutCAG2020-228 - Other - Terra Dynamics, Inc. - Bid Set for West Fenwick Park Renovation - 05/11/2020PROJECT CONTACTS APPLICANT CITY OF KENT PARKS, RECREATION, AND COMMUNITY SERVICES Terry Jungman 220 Fourth Avenue South Kent, WA 98032 P : 253-856-5112 (TJungman@kentwa.gov) WEST FENWICK PARK CITY OF KENT, WASHINGTON DESIGN TEAM LANDSCAPE ARCHITECT THE BERGER PARTNERSHIP, PS 1927 Post Alley, Ste. 2 Seattle, WA 98101 P: 206-325-6877 Primary contact: Stephanie Woirol (stephaniew@bergerpartnership.com) Secondary contact: Andy Mitton (andym@bergerpartnership.com) CIVIL ENGINEEER KPFF CONSULTING ENGINEERS 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 P: 206-622-5822 Primary contact: David Schwartz ENVIRONMENTAL ENGINEER ASSOCIATED EARTH SCIENCES, INC. 911 5th Avenue Kirkland, WA 98033 P: 425-827-7701 Primary contact: Bruce Blyton ELECTRICAL ENGINEER MAZZETTI + G BA 2013 4th Ave Seattle, WA 98121 P: 425-712-2192 Primary contact: Eric Sweet Sheet Index: SHEET NUMBER SHEET NAME G100 PROJECT COVER SHEET C000 CIVIL COVER SHEET G101 TRAFFIC CONTROL PLAN C001 GENERAL NOTES C100 DEMOLITION AND TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C200 GRADING AND UTILITY PLAN C201 GRADING ENLARGEMENTS C202 GRADING ENLARGEMENTS CONTINUED C203 ADA PARKING ENLARGEMENT C204 PLAYGROUND AND SHELTER ENLARGEMENT C205 FUTSAL COURT ENLARGEMENT C300 TESC DETAILS C301 TESC DETAILS CONTINUED C302 PAVING AND UTILITY DETAILS C303 PAVING AND UTILITY DETAILS CONTINUED C304 UTILITY DETAILS L000 LANDSCAPE KEY PLAN AND NOTES L100 MATERIAL AND PLANTING PLAN L101 MATERIAL AND PLANTING PLAN L102 MATERIAL AND PLANTING PLAN L103 MATERIAL AND PLANTING PLAN L200 LANDSCAPE DETAILS L201 LANDSCAPE DETAILS L202 ENTRY PLAZA AND PATH LAYOUT L203 PLAYGROUND HARDSCAPE LAYOUT L204 PLAYGROUND SURFACING LAYOUT L205 FUTSAL AND SHELTER LAYOUT L300 IRRIGATION PLAN L301 IRRIGATION PLAN L302 IRRIGATION SCHEDULE & DETAILS L303 IRRIGATION DETAILS L304 IRRIGATION DETAILS L400 PLANTING DETAILS L401 PLANTING ENLARGEMENT AND SCHEDULE E0.1 ELECTRICAL LEGEND, NOTES AND INDEX E1.0 ELECTRICAL SITE PLAN & ONE LINE DIAGRAM E2.0 ELECTRICAL SPECIFICATIONS Notes: 1. ALL PROPERTY IS DEDICATED PUBLIC OPEN SPACE. 2. FOR IMPACTED PARCELS AND AREAS SEE SHEET C000. 3. LEGAL DESCRIPTION AS FOUND ON THE KING COUNTY DEPARTMENT OF ASSESSMENTS: E 112 OF NE 114 OF NW 114 LESS CO RDS TGW POR OF W 112 OF NE 114 OF NW 114 LY E OF E MGN OF 38TH AV S & N OF N MGN OF RIETH RD TGW TR A OF RANDALL PARK DIV #2POR OF NW 114 OF NE 114 LESS POR PLATTED KENTWOOD GLEN NO 3 LESS POR FOR STS LESS CO RD LESS C/M RGTS -- TGW POR OF NE 114 OF NE 114 BEG SW COR SD SUBD TH N ALG W LN SD SUBD 404.12 FT TH E 150 FT TH SELY TAP ON S LN SD SUBD LY 450 FT E OF BEG TH W ALG S LN SD SUBD TO BEG LESS C/M RGTS SURVEYORS KPFF CONSULTING ENGINEERS 4200 Sixth Avenue SE, Suite 309 Lacey, WA 98503 P: 360-292-7230 Primary contact: Thomas Swift LAND SURVEY/GIS PUBLIC WORKS DEPARTMENT 400 West Gowe Street Kent, WA 98032 P: 253-856-5574 Primary contact: Toby Mollett THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF (DATE SIGNED). BY: KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS Development Engineering Manager Date City Engineer Date a� i; E 0 0 _Q L 0 cZ Lo _Q M CD N N N Co 0�o aQ o° a� �CZ N 0 �(f) L N o 0o Q V LL a� o � °° C� M of WAS P�pY M IT T-Oi/ 0 r 0LJLJ 82 EX F \PE AR� SET TYPE: BID SET SET ISSUE DATE: 05.11.2020 REVISIONS: DRAWN/CHECKED: SKWIAM SHEET NAME PROJECT COVER SHEET SHEET NUMBER: G1 00 © THE BERGER PARTNERSHIP PS, 2018 P PPPEPEPEP EPPoint Northing Easting Elevation Description 4 138428.530 1281045.121 345.19 SET HMN 5 138491.894 1281280.108 355.28 SET HMN 6 138634.938 1281257.673 353.31 FD MN 7 138818.680 1281445.570 350.99 SET MN 8 138809.977 1281689.358 350.62 SET MN 9 138631.878 1281758.501 350.97 SET "X" 10 138740.834 1281830.407 334.53 SET MN West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: DRAWN/CHECKED: SET TYPE: SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 9:36 AM By: Maddy Murphy Filename: z:\1900001-1900999\1900114 west fenwick park\cadd\design\fp-000-cv.dwg©THE BERGER PARTNERSHIP PS, 2018 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY:_________________________________206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 9810105.11.2020 BID SET CIVIL COVER SHEET C000 WEST FENWICK PARK A PORTION OF SECTION 27, TOWNSHIP 22 NORTH, RANGE 4 WEST, W.M., CITY OF KENT, KING COUNTY, WASHINGTON VICINITY MAP S RE I T H R D PROJECT SITES 259TH P LINTERSTATE 5MILITARY RD S42ND AVE S05/05/2020 West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:41 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - general sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ TRAFFIC CONTROL PLAN G101 SEE TR A F FI C C O N T R O L P L A N # 2, T HI S S H E E T SEE TRAFFIC CONTROL PLAN #1, THIS SHEETSCALE: TRAFFIC CONTROL KEYPLAN NTS01 NORTH West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: DRAWN/CHECKED: SET TYPE: SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 9:36 AM By: Maddy Murphy Filename: z:\1900001-1900999\1900114 west fenwick park\cadd\design\fp-000-cv.dwg©THE BERGER PARTNERSHIP PS, 2018 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY:_________________________________206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 9810105.11.2020 BID SET GENERAL NOTES C001 “” 05/05/2020 X XXXXXXXXXXX X X X X X XXXXXXXXXXX XXXXXXXXXXXPP P PPPPPP P PP SD SDSDSDSD SD SD SD SD SD SD SD SD SDSDSDSDSDSD EARTHWATER FOUNTAIN EMPTY METER BOX MEMORIAL PLAQUE EPEPEPEPEPEPEPEPEPEP EP EP EP EP EP EPEPEPEPCB 2493 Rim Elev= 344.387 CB 2499 Rim Elev= 362.214 CB 2733 Rim Elev= 378.417 DEMOLITION AND TEMPORARY EROSION AND SEDIMENT CONTROL PLANWest Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: DRAWN/CHECKED: SET TYPE: SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 9:36 AM By: Maddy Murphy Filename: z:\1900001-1900999\1900114 west fenwick park\cadd\design\fp-100-ec.dwg©THE BERGER PARTNERSHIP PS, 2018 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY:_________________________________206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 9810105.11.2020 BID SET C100 05/05/2020 HTRAEX XXXXXXXXXXX X X X X X XXXXXXXXXXX XXXXXXXXXXXPP P PPPPPP P PP SD SDSDSDSD SD SD SD SD SD SD SD SD SDSDSDSDSDSD EARTHWATER FOUNTAIN EMPTY METER BOX MEMORIAL PLAQUE EPEPEPEPEPEPEPEPEPEP EP EP EP EP EP EPEPEPEPCB 2493 Rim Elev= 344.387 CB 2499 Rim Elev= 362.214 CB 2733 Rim Elev= 378.417 West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: DRAWN/CHECKED: SET TYPE: SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 9:36 AM By: Maddy Murphy Filename: z:\1900001-1900999\1900114 west fenwick park\cadd\design\fp-200-gd.dwg©THE BERGER PARTNERSHIP PS, 2018 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY:_________________________________206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 9810105.11.2020 BID SET GRADING AND UTILITY PLAN C200 05/05/2020 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEPWest Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: DRAWN/CHECKED: SET TYPE: SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 9:37 AM By: Maddy Murphy Filename: z:\1900001-1900999\1900114 west fenwick park\cadd\design\fp-201-gd.dwg©THE BERGER PARTNERSHIP PS, 2018 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY:_________________________________206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 9810105.11.2020 BID SET GRADING ENLARGEMENTS C201 05/05/2020 WATER FOUNTAIN EMPTY METER BOX EP EP West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: DRAWN/CHECKED: SET TYPE: SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 9:37 AM By: Maddy Murphy Filename: z:\1900001-1900999\1900114 west fenwick park\cadd\design\fp-201-gd.dwg©THE BERGER PARTNERSHIP PS, 2018 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY:_________________________________206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 9810105.11.2020 BID SET GRADING ENLARGEMENTS CONTINUED C202 05/05/2020 P PPPPPWest Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: DRAWN/CHECKED: SET TYPE: SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 9:37 AM By: Maddy Murphy Filename: z:\1900001-1900999\1900114 west fenwick park\cadd\design\fp-201-gd.dwg©THE BERGER PARTNERSHIP PS, 2018 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY:_________________________________206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 9810105.11.2020 BID SET ADA PARKING ENLARGEMENT C203 05/05/2020 EARTHWATER FOUNTAINFDF D FDFDSDSDSDSDSDSDSD3027ZZUN3036ZZUN3037ZZUN9410ZZUNA45 6 ZZYY 3026ZZUNZZUN30293026ZZUNZZUN30293037ZZUNFDFDSD SD SD SDFDFDFDFDFDFDFDFDFDF D FD SDSDSDSDSDSDSDSDFDFDFDFDFDFDFDFDFD FDFDFDFDFDFDFDFDFDNOTES:1. PLAYGROUND PATH TO MAINTAIN 4.75% MAXRUNNING SLOPE, 1.5% MAX CROSS SLOPE359.4359.9360.6361.5357.65355.6355.8355.2357.95357.5EX +/- 354.62EX +/- 354.62EX +/- 354.66EX +/- 354.56EX 354.83EX 354.881%TRENCH DRAINLEVEL AT 354.52REFER TO C200354.54354.541.2%354.751.4%354.60354.73354.731.4% CONSISTENTRUNNING SLOPETO TIE IN ATEXISTING PAVING1.4%1.4%1.4%1.4%360 359361 362362358357 356 EX +/- 354.91355.2355. 4 IE 356.13IE 354.71IE 358.1PROVIDE CO #5DFLUSH TO SUBGRADEIE 356.5IE 356.8CO #5ARIM = 354.98IE = 352.50 (W)CB #5, REFER TO C200RIM = 355.4IE 352.00 (6" E IN)IE 351.77 (6" SW IN)IE 351.7 (NW)IE 354.3PROVIDE CO #5FFLUSH TO SUBGRADEIE 3 5 3 . 2 5IE 353.25CO #5BRIM = 355.4IE = 352.15 (NE)IE 352.90IE 352.90IE 352.90IE 352.90IE 352.90IE 352.90 IE 352.90 IE 352.90 IE 352.90IE 352.90IE 352.90IE 352.9035592 LF @ 0.5%, 6" PVC74 LF @ 0.5%, 6" PVCCO #5CRIM = 357.25IE = 356.25 (SW)1C304PLAYGROUNDFRENCH DRAIN24 LF @ 0.5%12 LF @ 3.0%15.6 LF @ 3.1%39.25 LF @ 5.3%44 LF @ 3.2%21 LF @ 1.9%2C304PLAYGROUNDSUB-SURFACE DRAINAGE2C304PLAYGROUNDSUB-SURFACE DRAINAGEIE 356.0IE 353PROVIDE CO #5EFLUSH TO SUBGRADEIE 353.25IE 353.25IE 353.25IE 353.25IE 353.25IE 353.25IE 3 5 3 . 2 5 IE 3 5 3 . 2 5 IE 3 5 3 . 2 5 IE 3 5 3 . 2 5 IE 3 5 3 . 2 5 IE 3 5 3 . 2 501L201PLAY AREA CURBING03L201POURED IN PLACE SURFACING04L201SYNTHETIC GRASS02L201ENGINEERED WOODSAFETY SURFACING51.5 LF @ 0.5%3C302FRENCH DRAIN -FIELD DETAIL355.4 355355 355355355356355.2355.4355.4 35435635.75 LF @ 0.5%3C302FRENCH DRAIN -FIELD DETAIL98 LF @ 0.5%3C302FRENCH DRAIN -FIELD DETAILX HP 357CO #5HRIM = 354.2IE = 353CO #5GRIM = 355IE = 353.75CO #4A, REFERTO C200CO #5IRIM = 354.4IE =353.0West Fenwick Park City of Kent 3808 S Reith Rd, Kent, WA 98032SHEET NUMBER:SET ISSUE DATE:REVISIONS:05.11.2020DRAWN/CHECKED:SET TYPE:BID SETSHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 12:28 PM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - landscape plan sheets_grading and drainage.dwg 206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018SKW/AMA NDY MITTONNO. 882 EXP. 6/30 / 2 020 STA T E OFWASHINGTONLANDSCAPE ARCH IT ECTKIVA No. RECC-2195125BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONSPROVIDED BY THE APPLICANT'S LICENSED ENGINEERS,SURVEYORS AND ARCHITECTS AND OTHER CERTIFIEDPROFESSIONALS, THESE PLANS ARE APPROVED FORCONFORMANCE WITH THE CITY OF KENT ENGINEERINGDIVISION'S REQUIREMENTS___________________________________________Development Engineering ManagerDate___________________________________________City EngineerDateTHESE RECORD PLANS AND THE INFORMATIONSHOWN ACCURATELY REFLECT EXISTINGFIELD CONDITION AS OF__________________(DATE SIGNED).BY: _________________________________0010'20'SCALE: 1"=10'-0"NORTHPLAYGROUND ANDSHELTER ENLARGEMENTC204SCALE:PLAYGROUND AND SHELTER ENLARGEMENT1"=10'01 SDSD SD SD SD SD SD SD SD SD SD SD SD SDCO#2D RIM 351.7IE 350.4' SIE 349.0' EIE 351.70CONNECT TO CO #2ACO #2CRIM 352.6IE 351.23130 LF @ 0.7%, 6" PVC354.75352.62 (EX)353.07 (EX)352.95 (EX)352.12352.00352.891% TYP1% TYP2C304PLAYGROUNDSUB-SURFACE DRAINAGE09L201FUTSAL COURT CURB04L201SYNTHETIC GRASS52.5 LF @ 0.5%, TYP.IE 351.61IE 351.53IE 351.45IE 351.36IE 351.28IE 351.20IE 351.11IE 351.03IE 350.95IE 350.86IE 350.78West Fenwick Park City of Kent 3808 S Reith Rd, Kent, WA 98032SHEET NUMBER:SET ISSUE DATE:REVISIONS:05.11.2020DRAWN/CHECKED:SET TYPE:BID SETSHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 12:28 PM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - landscape plan sheets_grading and drainage.dwg 206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018SKW/AMA NDY MITTONNO. 882 EXP. 6/30 / 2 020 STA T E OFWASHINGTONLANDSCAPE ARCH IT ECTKIVA No. RECC-2195125BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONSPROVIDED BY THE APPLICANT'S LICENSED ENGINEERS,SURVEYORS AND ARCHITECTS AND OTHER CERTIFIEDPROFESSIONALS, THESE PLANS ARE APPROVED FORCONFORMANCE WITH THE CITY OF KENT ENGINEERINGDIVISION'S REQUIREMENTS___________________________________________Development Engineering ManagerDate___________________________________________City EngineerDateTHESE RECORD PLANS AND THE INFORMATIONSHOWN ACCURATELY REFLECT EXISTINGFIELD CONDITION AS OF__________________(DATE SIGNED).BY: _________________________________FUTSAL COURTENLARGEMENTC2050010'20'SCALE: 1"=10'-0"NORTHSCALE:FUTSAL COURT ENLARGEMENT1"=10'01 West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: DRAWN/CHECKED: SET TYPE: SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 9:37 AM By: Maddy Murphy Filename: z:\1900001-1900999\1900114 west fenwick park\cadd\design\fp-500-dt.dwg©THE BERGER PARTNERSHIP PS, 2018 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY:_________________________________206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 9810105.11.2020 BID SET TESC DETAILS C300 05/05/2020 West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: DRAWN/CHECKED: SET TYPE: SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 9:37 AM By: Maddy Murphy Filename: z:\1900001-1900999\1900114 west fenwick park\cadd\design\fp-500-dt.dwg©THE BERGER PARTNERSHIP PS, 2018 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY:_________________________________206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 9810105.11.2020 BID SET TESC DETAILS CONTINUED C301 05/05/2020 West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: DRAWN/CHECKED: SET TYPE: SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 9:37 AM By: Maddy Murphy Filename: z:\1900001-1900999\1900114 west fenwick park\cadd\design\fp-500-dt.dwg©THE BERGER PARTNERSHIP PS, 2018 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY:_________________________________206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 9810105.11.2020 BID SET PAVING AND UTILITY DETAILS C302 05/05/2020 West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: DRAWN/CHECKED: SET TYPE: SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 9:37 AM By: Maddy Murphy Filename: z:\1900001-1900999\1900114 west fenwick park\cadd\design\fp-500-dt.dwg©THE BERGER PARTNERSHIP PS, 2018 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY:_________________________________206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 9810105.11.2020 BID SET PAVING AND UTILITY DETAILS CONTINUED C303 05/05/2020 West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: DRAWN/CHECKED: SET TYPE: SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 9:37 AM By: Maddy Murphy Filename: z:\1900001-1900999\1900114 west fenwick park\cadd\design\fp-500-dt.dwg©THE BERGER PARTNERSHIP PS, 2018 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY:_________________________________206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 9810105.11.2020 BID SET UTILITY DETAILS C304 05/05/2020 EARTHWATER FOUNTAIN EMPTY METER BOX MEMORIAL PLAQUE EARTH60" 96"96"96" 136"136" 136"136" 172"172" 172"172" 96"96" 96" 96" 96" 96" 144" 192" 213" 213" 213" 213" 213" 213" 164" 164" 164" 164" 164" 164" 100" 100" LIMIT OF WORK APPROXIMATE LOCATION OF PROPERTY LINE FUTSAL COURT HANDBALL COURTS (EXISTING TO REMAIN) FIELD IMPROVEMENTS EXTENTS MEADOW MIX DETENTION POND (EXISTING WITH IMPROVEMENTS) BASKETBALL COURT (EXISTING TO REMAIN) TENNIS COURT (EXISTING TO REMAIN) FURNISHING SCHEDULE: FOR FURNISHING SECUREMENT REFER TO DETAIL 02/SHEET L200 DESCRIPTION PRODUCT MATERIAL/FINISH DIMENSIONS/OTHER NOTES SECUREMENT TYPE TABLE TYPE 1 DUMOR TABLE 76 PL-4 TABLE TOP AND BENCHES WALNUT RECYCLED PLASTIC. BLACK STEEL BASE. 4' SQUARE TABLE, 4 BENCHES.SURFACE MOUNT TABLE TYPE 2 DUMOR TABLE 76 PL-3 TABLE TOP AND BENCHES WALNUT RECYCLED PLASTIC. BLACK STEEL BASE. 4' SQUARE TABLE, 3 BENCHES, ADA ACCESSIBLE.SURFACE MOUNT TABLE TYPE 3 DUMOR TABLE 298 TABLE TOP IPE, BENCHES STEEL STRAP. BLACK STEEL BASE AND BENCHES.6' LONG, 2 BENCHES, ADA ACCESSIBLE.SURFACE MOUNT BARBEQUE PILOT ROCK EC-40 --19.5"X41.5"X16.5" TALL SURFACE MOUNT HOT COAL BIN PILOT ROCK HCB/B-1 HIGH HEAT BLACK ENAMEL WITH CAN 23" SQUARE X 32.5" TALL SURFACE MOUNT TRASH RECEPTACLE PILOT ROCK CN-R/SS2 BLACK WITH DOOR, LINER, DOME LID, ELEVATED MOUNT, ANCHOR KIT 36 GALLON SURFACE MOUNT BIKE RACK BISON WAVE BLACK 5 BIKE CAPACITY DIRECT EMBED BENCH TYPE 1 DUMOR BENCH 164 CAST BENCH WITH STEEL SEAT. BLACK.6' LONG, END ARMRESTS. BACKLESS.SURFACE MOUNT BENCH TYPE 2 DUMOR BENCH 160 CAST BENCH WITH STEEL SEAT. BLACK.6' LONG, END ARMRESTS. WITH BACK.SURFACE MOUNT BENCH TYPE 3 MMCITE LIMPIDO 256 BLACK SURFACE MOUNT DRINKING FOUNTAIN TYPE 1 ELKAY LK4410FRKBLK GREY FREESTANDING, ADA, FREEZE RESISTANT SURFACE MOUNT DRINKING FOUNTAIN TYPE 2 ELKAY LK4410FRKBLK GREY FREESTANDING, ADA, FREEZE RESISTANT SURFACE MOUNT (W/ LOCKING HOSE BIB)LK4471HBBLK GREY ---- PERMANENT BOLLARDS OFIC --4"X4"X29.75" TALL DIRECT EMBED REMOVABLE BOLLARDS OFIC --4"X4"X29.75" TALL DIRECT EMBED AND BOLLARD CUP OFIC --4.5"X6.25"X30.25" DEEP -- ACO K100 DRAIN AND 478Q GRATE IRON LONGITUDINAL ADA COMPLIANT WITH COMPATIBLE LOCKING BAR.--West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:43 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - landscape plan sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ LANDSCAPE KEY PLAN AND NOTES L000 SEE SHEET L100 SEE SHEET L101 SEE SHEET L102SEE SHEET L103 ADA COMPLIANT ROUTE (2) ADA STALLS AND SIGNAGE GENERAL NOTES: 1. ALL PATH IMPROVEMENTS TO HAVE LESS THAN 2% CROSS SLOPE AND LESS THAN 5% RUNNING SLOPE UNLESS OTHER WISE NOTED ON CIVIL OR LANDSCAPING DRAWINGS. 01 L202 PLAZA LAYOUT 02 L202 PATH SCORING 01 L203 PLAYGROUND HARDSCAPE LAYOUT 01 L204 PLAYGROUND SURFACING LAYOUT 01 L205 SHELTER LAYOUT 02 L205 FUTSAL LAYOUT 08 L201 FUTSAL COURT REPAIR ASPHALT AND RESET AREA DRAIN, REFER TO CIVIL DRINKING FOUNTAIN TYPE 1, RECONNECT TO EXISTING SYSTEMS LIMIT OF WORK MEADOW MIX, REFER TO SHEET L401 APPROXIMATE LOCATION OF PROPERTY LINE (2) BENCH TYPE 1 (2) BENCH TYPE 2 TURF MIX, REFER TO SHEET L401 (2) TRASH RECEPTACLES 09 L201 FUTSAL COURT CURB 04 L201 SYNTHETIC GRASS ASPHALT, SEE CIVIL FOR PROFILE CONCRETE, SEE CIVIL FOR PROFILE. SEE L200 SHEETS FOR LAYOUT/SCORING. ENGINEERED WOOD SAFETY SURFACING, SEE 02/L201 POURED IN PLACE SURFACING, SEE 03/L201 SYNTHETIC GRASS, SEE 04/L201 SYNTHETIC GRASS WITH CONCRETE SLAB, SEE 04/L201 SHRUB PLANTING, SEE 08/L400 AMENDED SOIL, TURF AREAS, SEE 03/L400 AMENDED SOIL, FIELD AREA, SEE 03/L400 MATERIALS LEGEND:West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:43 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - landscape plan sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ MATERIAL AND PLANTING PLAN L100 00 20'40' SCALE: 1"=20'-0"NORTH SEE SHEET L103 SEE SHEET L101SHEET NOTES: FOR FUTSAL LAYOUT SEE SHEET L205 FOR FURNISHING SCHEDULE SEE SHEET L000 MEMORIAL PLAQUE EARTHLIMIT OF WORK REPAIR EXISTING STORM PIPE, REFER TO CIVIL TURF MIX, REFER TO SHEET L401 POND MIX, REFER TO SHEET L401 APPROXIMATE LOCATION OF PROPERTY LINE MOW LOCATION FOR REFERENCE MEADOW MIX, REFER TO SHEET L401 BENCH TYPE 2 01 L401 POND BUFFER PLANTING 6' TALL CHAINLINK FENCE, REFER TO DETAIL 07/SHEET L200 04 L200 EARTH LETTERS ASPHALT, SEE CIVIL FOR PROFILE CONCRETE, SEE CIVIL FOR PROFILE. SEE L200 SHEETS FOR LAYOUT/SCORING. ENGINEERED WOOD SAFETY SURFACING, SEE 02/L201 POURED IN PLACE SURFACING, SEE 03/L201 SYNTHETIC GRASS, SEE 04/L201 SYNTHETIC GRASS WITH CONCRETE SLAB, SEE 04/L201 SHRUB PLANTING, SEE 08/L400 AMENDED SOIL, TURF AREAS, SEE 03/L400 AMENDED SOIL, FIELD AREA, SEE 03/L400 MATERIALS LEGEND:West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:44 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - landscape plan sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ MATERIAL AND PLANTING PLAN L101 SEE SHEET L102SEE SHEET L10000 20'40' SCALE: 1"=20'-0"NORTH SHEET NOTES: FOR FURNISHING SCHEDULE SEE SHEET L000 EARTHWATER FOUNTAIN EMPTY METER BOX 60" 96"96"96"136" 136" 136"136" 172" 172" 172"172" 96"96" 96" 96" 96" 96" 144" 192" 213" 213" 213" 213" 213" 213" 164" 164" 164" 164" 164" 164" 100" 100" CONCRETE PADS TO REMAIN. REPLACE PICNIC TABLES WITH TABLE TYPE 1, CENTERED ON PAD. CONCRETE PADS TO REMAIN. REPLACE PICNIC TABLES WITH TABLE TYPE 1. PROVIDE (1) BARBEQUE AND (1) HOT COAL BIN AT EACH PAD. FIELD VERIFY LAYOUT WITH OWNER'S REPRESENTATIVE. PATH IMPROVEMENTS, REFER TO CIVIL REFER TO CIVIL MEADOW MIX, REFER TO SHEET L401 TURF MIX, REFER TO SHEET L401 APPROXIMATE LOCATION OF PROPERTY LINE POND MIX, REFER TO SHEET L401 CONCRETE PAVING, REFER TO CIVIL MOW LOCATION FOR REFERENCE TURF MIX, REFER TO SHEET L401 DRINKING FOUNTAIN TYPE 2, RECONNECT TO EXISTING SYSTEMSTABLE TYPE 2 TABLE TYPE 1 06 L200 BIKE RACK (9) BENCH TYPE 3 01 L401 POND BUFFER PLANTING 02 L201 ENGINEERED WOOD SAFETY SURFACING 05 L201 PLAYGROUND WEAR MAT 4' TALL CHAINLINK FENCE, REFER TO DETAIL 07/SHEET L200 6' TALL CHAINLINK FENCE, REFER TO DETAIL 07/SHEET L200 6' TALLCHAINLINK GATE,, REFER TO DETAIL 05/SHEET L200 (2) PERMANENT BOLLARDS, FOIC. REPLACE WITH BOULDERS IF SUFFICIENT QUANTITY/SIZE ARE FOUND ON SITE DURING CONSTRUCTION. (2) REMOVABLE BOLLARDS, FOIC BENCH TYPE 1 BENCH TYPE 2 04 L201 SYNTHETIC GRASS LIMIT OF WORK 01 L201 PLAY AREA CURBING TRASH RECEPTACLE MULCH CIRCLES AT NEW AND EXISTING TREES AS INDICATED 03 L201 POURED IN PLACE SURFACING 03 L200 BOULDER CONCRETE PAD TO REMAIN. REPLACE PICNIC TABLE WITH TABLE TYPE 1, CENTERED ON PAD. 06 L200 BIKE RACK TRASH RECEPTACLE 09 L200 CURB AT PLAYGROUND FENCE - RETAINING 08 L200 CURB AT PLAYGROUND FENCE ASPHALT, SEE CIVIL FOR PROFILE CONCRETE, SEE CIVIL FOR PROFILE. SEE L200 SHEETS FOR LAYOUT/SCORING. ENGINEERED WOOD SAFETY SURFACING, SEE 02/L201 POURED IN PLACE SURFACING, SEE 03/L201 SYNTHETIC GRASS, SEE 04/L201 SYNTHETIC GRASS WITH CONCRETE SLAB, SEE 04/L201 SHRUB PLANTING, SEE 08/L400 AMENDED SOIL, TURF AREAS, SEE 03/L400 AMENDED SOIL, FIELD AREA, SEE 03/L400 MATERIALS LEGEND:West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:44 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - landscape plan sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ MATERIAL AND PLANTING PLAN L102 SEE SHEET L101 SEE SHEET L10300 20'40' SCALE: 1"=20'-0"NORTH SHEET NOTES: FOR ENTRY PLAZA AND PATH LAYOUT SEE SHEET L202 FOR PLAYGROUND HARDSCAPE LAYOUT SEE SHEET L203 FOR PLAYGROUND EQUIPMENT LAYOUT SEE SHEET L203 FOR PLAYGROUND SURFACING LAYOUT SEE SHEET L204 FOR FURNISHING SCHEDULE SEE SHEET L000 LIMIT OF WORK REFER TO CIVIL ASPHALT PAVING TO BE REPLACED REFER TO CIVIL TURF MIX, REFER TO SHEET L401 APPROXIMATE LOCATION OF PROPERTY LINE (2) TRASH RECEPTACLES (4) TABLE TYPE 3 PICNIC SHELTER: POLIGON MONOSLOPE 22X22 4' TALL CHAINLINK FENCE, REFER TO DETAIL 07/SHEET L200 (2) BARBEQUES AND (1) HOT COAL BIN REPAIR TURF AS NEEDED PERMANENT BOLLARDS TRENCH DRAIN MULCH CIRCLES AT NEW AND EXISTING TREES AS INDICATED 08 L200 CURB AT PLAYGROUND FENCE 03 L200 BOULDER (2) TRASH RECEPTACLES ASPHALT, SEE CIVIL FOR PROFILE CONCRETE, SEE CIVIL FOR PROFILE. SEE L200 SHEETS FOR LAYOUT/SCORING. ENGINEERED WOOD SAFETY SURFACING, SEE 02/L201 POURED IN PLACE SURFACING, SEE 03/L201 SYNTHETIC GRASS, SEE 04/L201 SYNTHETIC GRASS WITH CONCRETE SLAB, SEE 04/L201 SHRUB PLANTING, SEE 08/L400 AMENDED SOIL, TURF AREAS, SEE 03/L400 AMENDED SOIL, FIELD AREA, SEE 03/L400 MATERIALS LEGEND:West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:44 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - landscape plan sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ MATERIAL AND PLANTING PLAN L103 SEE SHEET L100 SEE SHEET L10200 20'40' SCALE: 1"=20'-0"NORTH SHEET NOTES: FOR PATH LAYOUT SEE SHEET L202 FOR SHELTER LAYOUT SEE SHEET L205 FOR FURNISHING SCHEDULE SEE SHEET L000 5/8" X 3" SSTL EXPANSION BOLTS OR PER MANUFACTURERS SPECIFICATIONS (TYP.). FURNISHING SUPPORT FURNISHING SUPPORT FINISHED GRADE CONCRETE FOOTING 4" DEPTH 5 8" CRUSHED ROCK, COMPACTED TO 95% 8" MIN. CLR OF POST OR PER MANUFACTURERS SPECIFICATIONS VERIFY DIAMETERDEPTH PERMANUFACTURERBOTTOM OF FOOTING FLUSH TO BOTTOM OF POST CONCRETE PAVING, REFER TO CIVIL CONCRETE PAVING, REFER TO CIVIL FINISHED GRADE DIRECT EMBED NOTES: 1. BENCHES: SET SEAT HEIGHT AT AN AVERAGE OF 1'-8" ABOVE GRADE, TYPICAL 2. BIKE RACKS, TABLES: SET PER MANUFACTURER SURFACE MOUNTDIRECT EMBED CORE AND HIGH STRENGTH EPOXY OR CAST IN PLACE BIKE RACK PER MANUFACTURER FINISHED SURFACE PER PLAN FOOTING PER MANUFACTURER SPECIFICATION HEIGHT PER MANUFACTURER (40")REFER TO SPECS12" DIAM. SONOTUBE CIP CONCRETE FOOTING, POST CENTERED WITHIN FOOTING FENCE HEIGHT ASLABELED ON PLANSGRADE AND SURFACE CONDITION VARIES, REFER TO PLANS POST SPACING: AT POND 8'-0" O.C. MAX AT PLAYGROUND 6'-0" O.C. TENSION BAR BANDS/CLIPS TENSION BAR (TYP.) TERMINAL OR CORNER POST BALL CAP WITH SET SCREW OR SPOT WELDED TYP. GALVANIZED STEEL BOTTOM OF FABRIC @ 1 12" (MAX.) ABOVE FINISHED GRADE (TYP.) LINE POSTS (TYP.) ALUM. WIRE TIES CHAIN LINK FABRIC KNUCKLED SELVAGE @ TOP & BOTTOM (TYP.) TOP AND BOTTOM RAIL (TYP.) AT PONDAT PLAYGROUND HOLD FOOTING BELOW SLAB NOTE: 1.ALL MEMBERS SHALL BE POWDERCOATED OR VINYL COATED BLACK 2.ALL CONCRETE FOOTINGS AROUND POSTS AT GROUND LINE SHALL BE MOUNDED & SLOPED FOR POSITIVE DRAINAGE. 08 L200 CURB AT PLAYGROUND FENCE 6" MIN. DEPTH 58" MINUS CRUSHED ROCK, COMPACTED TO 95% 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL 'EARTH' LETTER SALVAGED FROM SITE. LOCATE IN FIELD WITH OWNERS REP. LOCATION TO NOT OVERLAP IRRIGATION LINES. ADJACENT SURFACE VARIES, REFER TO PLAN. PROVIDE 2' CLEAR CRUSHED ROCK AREA SURROUNDING LETTERS 'EARTH' PLAQUE SALVAGED FROM SITE. LOCATE IN FIELD WITH OWNERS REP. NOTE: ANCHORING AND EMBEDMENT TO MATCH EXISTING CONDITION. 3/8" EXPANSION JOINT, NO JOINT SEALER, NO SHINERS/TOOL MARKS. (LOCATE PER PLANS TYP.) 18" WIDTH, 1" DEPTH SAWCUT JOINT. VERTICAL SURFACE (CURB/ WALL/ ETC.) 3/8" EXPANSION JOINT, NO JOINT SEALER, NO SHINERS/TOOL MARKS. LOCATE PER PLANS AND AT ALL VERTICAL RESTRICTIONS TYP. TYPICAL SURROUNDING ALL SHELTER FOOTINGS PER PLAN. EXPANSION JOINT OR COLD JOINT (EJ) CONTROL JOINT (CJ) EXPANSION JOINT @ VERTICAL EDGE NOTE: REFER TO CIVIL FOR PROFILES, REINFORCEMENT, AND SUBGRADE 2' POST CENTERED ON CURB 4"FLUSH 07 L200 CHAINLINK FENCE NOTE: PROVIDE JOINT AT EACH POST FLUSH TOP HINGE (180° SWING) BOTTOM HINGE (180° SWING)12" DIAMETER CONC. FOOTING 12" DIAMETER CONC. FOOTING NOTES: 1. FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED SELVAGE ALONG ALL EDGES FOR ALL TYPES CHAIN LINK FENCE INSTALLATIONS. 2. REFER TO SPECIFICATION FOR ALL PIPE SIZING,WIRE FABRIC GAUGES, FOOTING SIZES & OTHER APPLICABLE INFORMATION. 3. ALL CONCRETE FOOTINGS AROUND POSTS AT GROUND LINE SHALL BE MOUNDED & SLOPED FOR POSITIVE DRAINAGE. 4. ALL MEMBERS SHALL BE POWDERCOATED OR VINYL COATED BLACK. FABRIC BANDS 3'1'-6"STRETCHER BAR 16' CHAIN LINK FABRIC TENSION WIRE 07 L200 CHAINLINK FENCE HEIGHT AS LABELED ON PLANS2' POST CENTERED ON CURB FLUSH 07 L200 CHAINLINK FENCE NOTE: PROVIDE JOINT AT EACH POST1'-6" MIN.6" DEPTH 58" MINUS CRUSHED ROCK, COMPACTED TO 95% 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL BOULDER 23 OFTOTALHEIGHT13 OFTOTALHEIGHTPROVIDE CRUSHED ROCK AREA 2' CLEAR OF BOULDER, 3" DEPTH MIN. 38" MINUS CRUSHED ROCK COMPACTED TO 95% DRY DENSITY. NOTES: 1. PROVIDE PER PLAN IF FOUND DURING CONSTRUCTION ACTIVITIES. 2. 3-MAN BOULDERS IF AVAILABLE, 2-MAN BOULDERS OTHERWISE. 3. OWNER'S REPRESENTATIVE TO APPROVE EACH BOULDER INDIVIDUALLY AND TO APPROVE PLACEMENT/ORIENTATION PRIOR TO INSTALLATION. ANY BOULDERS NOT APPROVED ARE TO BE REMOVED FROM SITE. STORE APPROVED BOULDERS ON SITE UNTIL SITE IS READY FOR PLACEMENT. FLUSH ADJACENT CONDITIONS, REFER TO PLANS GEOTEXTILE FABRIC West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:45 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - landscape detail sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ LANDSCAPE DETAILS L200 SCALE: FURNISHING SECUREMENT 1" = 1'-0"02 SCALE: BIKE RACK 1" = 1'-0"06 SCALE: CHAINLINK FENCE 1/2" = 1'-0"07 SCALE: EARTH LETTERS 3/4" = 1'-0"04 SCALE: CONCRETE JOINTING 1" = 1'-0"01 SCALE: CURB AT PLAYGROUND FENCE 1/2" = 1'-0"08 SCALE: CHAINLINK GATE 1/2" = 1'-0"05 SCALE: CURB AT PLAYGROUND FENCE - RETAINING 1/2" = 1'-0"09 SCALE: BOULDER 3/4" = 1'-0"03 EXP. JT. AT BACK OF CURB TYP. WHERE CONC. ABUTS NEW OR EXISTING CONCRETE, REFER TO PLAN (2) #4 REBAR CONT., MIN. 2" CLR ALL SIDES CAST IN PLACE CONCRETE CURB 1" RADIUS AT ENGINEERED WOOD SAFETY SURFACING, 14" RADIUS AT POURED IN PLACE SURFACING AND SYNTHETIC GRASS ADJACENT PLAYGROUND SURFACING VARIES, REFER TO PLAN 6" NOTES: 1. MATCH TOP OF CURB TO HEIGHT OF ADJACENT CURBING/PAVEMENT, OR AS NOTED ON PLAN.1'-4" MIN.58" CRUSHED ROCK, COMPACTED TO 95% 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL LIGHT BROOM FINISH AT TOP OF CURB CONCRETE PAVING, REFER TO CIVIL 12"DEPTHMIN.ENGINEERED WOOD SAFETY SURFACING (COMPACTED DEPTH DETERMINED BY PLAY EQUIPMENT DESIGN HEIGHTS & MANUFACTURER'S SPECIFICATIONS) FLUSH GEOTEXTILE FABRIC WITH 6" OVERLAP COMPACTED SUB-BASE (SLOPE TO UNDERDRAIN SYSTEM) DRAINAGE, REFER TO CIVIL 01 L201 PLAY AREA CURBING WEAR MAT ANCHOR PER MANUFACTURER'S SPECIFICATIONS 02 L201 ENGINEERED WOOD SAFETY SURFACING FLUSH HEIGHT PER MANUFACTURER, APPROXIMATELY 12' MAX FINISH SURFACE OF SYNTHETIC SAFETY SURFACING FLUSH W/TOP OF CURB SYNTHETIC SAFETY SURFACING PER SPECS AND MANUFACTURERS RECOMMENDATIONS (MIN 8' 0" FALL PROTECTION) CONCRETE SUBSLAB. 3" THICK, NO REINFORCEMENT. SUB-BASE COMPACTED TO 95% 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL 01 L201 PLAY AREA CURBING NOTES: 1. COLOR SEPARATIONS TO BE EITHER WET JOINTS OR COLD JOINTS WITH LEDGE TO INCREASE SURFACE AREA. 04 L201 SYNTHETIC GRASS 08 L201 FUTSAL COURT FOOTINGS PER FUTSAL COURT PERMIT DRAWINGS ADJACENT SURFACES VARY, REFER TO PLANS 01 L201 PLAY AREA CURBING 812" CLR. OF POST 6' MIN. 1:12 NOTE: CROSS SLOPES TO BE UNDER 2% BOARD 9" MIN. BELOW ENGINEERED WOOD FIBER SURFACE 02 L201 ENGINEERED WOOD SAFETY SURFACING 04 L201 SYNTHETIC GRASS COMPOSITE PLASTIC LUMBER BORDER SUPPLIED BY TURF INSTALLER OR PRESSURE TREATED 2"X4" COMPOSITE STAKE ATTACHMENT BETWEEN PLAY TURF, BOARD, AND STAKE 04 L201 SYNTHETIC GRASS NOTES: 1. REFER TO PLANS FOR GRADING 18" MIN. SEAMTAPE, CONTINUOUS SYNTHETIC TURF SEAMTAPE. STAPLE TO COMPOSITE BOARD, WRAP AROUND RESILIENT PAD, CONTINUE DOWN SLOPE. COMPOSITE BOARD, 1" X 2.5". SET BOARD FLUSH TO CONCRETE PAD. ATTACH TO CONCRETE PAD WITH CONCRETE SCREWS, 18" O.C. MIN. TURF SURFACING OVERLAPS POURED IN PLACE BUFFINGS BASE LAYER. 1' MIN. OVERLAP, GLUED. TOP OF BUFFINGS LAYER TO MEET TOP OF TURF RESILIENT PAD; CONFIRM RESULTING SAFETY RATING IS SUFFICIENT FOR FALL ZONES. SEE NOTE AT TOP OF SLOPE 03 L201 POURED IN PLACE SURFACING RESILIENT/DRAINAGE PAD, THICKNESS VARIES BASED ON FALL REQUIREMENTS. INSTALL FLUSH WITH WITH TOP OF BOARD. DO NOT INSTALL RESILIENT PAD AT FUTSAL COURT. SYNTHETIC GRASS SURFACING. INSTALL TOP OF FIBERS 1/8" ABOVE ADJACENT SURFACE. STAPLE TO BOARD WITH STAINLESS STEEL STAPLES AND BOND CONTINUOUSLY WITH CONSTRUCTION ADHESIVE. COMPOSITE PLASTIC LUMBER BORDER SUPPLIED BY TURF INSTALLER. SET BELOW TOP OF CONCRETE 14" MAX. KERF NAILER AS NEEDED TO BEND TO SITE CURVES. DRAINAGE, REFER TO CIVIL COMPACT SUBGRADE TO 95%, SLOPE SUBGRADE 2% TO DRAIN TOWARD UNDERDRAIN SYSTEM NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. REFER TO PLANS FOR GRADING. 3. AT FUTSAL COURT DO NOT INSTALL RESILIENT/DRAINAGE PAD. ADJACENT PAVING OR CURB PER DETAIL 01/L201 14" X 5" GALV. EXPANSION ANCHOR. SPACING 18" O.C. MIN. SUBBASE 2" DEPTH TOP LAYER OF 14" MINUS CRUSHED ROCK OVER 8" DEPTH 58" MINUS CRUSHED ROCK WHERE SLOPES MEET OR EXCEED 3:1 PROVIDE 3" THICK CONCRETE SUBSLAB, NO REINFORCEMENT West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:45 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - landscape detail sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ LANDSCAPE DETAILS L201 SCALE: PLAY AREA CURBING 1" = 1'-0"01 SCALE: ENGINEERED WOOD SAFETY SURFACING 1/2" = 1'-0"02 SCALE: PLAYGROUND WEAR MAT N/A05 SCALE: FUTSAL COURT NA08 SCALE: POURED IN PLACE SURFACING 1/2" = 1'-0"03 SCALE: FUTSAL COURT CURB 1 1/2" = 1'-0"09 SCALE: EWF AT SYNTHETIC GRASS 1/2" = 1'-0"06 SCALE: POURED IN PLACE AT SYNTHETIC TURF 3/4" = 1'-0"07SCALE: SYNTHETIC GRASS 3/4" = 1'-0"04 WATER FOUNTAIN EMPTY METER BOX FD96" 96" 96" 96" 144" 164" 164" 164" 164" 164" 164" 100" 100"FDN: 138448.15 E: 1281628.68 N: 138455.30 E: 1281624.07 N: 138437.71 E: 1281596.78 N: 138431.68 E: 1281586.63 106'-934 ", R=172'11'-1012",R=138' 8 ' - 6 " T Y P .CONT INU ING TO TH E E A S T N: 138410.09 E: 1281552.43 N: 138393.87 E: 1281541.87 N: 138421.04 E: 1281481.54 N: 138414.36 E: 1281476.15 N: 138389.89 E: 1281530.38 N: 138407.46 E: 1281510.86 N: 138430.57 E: 1281601.38 MATCHEXISTINGWIDTHPAVEMENT EDGE TO MEET EXISTING PAVEMENT CORNER PAVEMENT EDGE TO MEET EXISTING PAVEMENT CORNER N: 138312.96 E: 1281557.62 N: 138309.70 E: 1281546.04 8', CENTER ONEXISTING POLE3', CENTER ONEXISTING POLE4'-6", OR CLEAR OF EXISTING POLE LOCATE DRINKING FOUNTAIN AT EXISTING CONNECTION 2'2'-6"10' 10'5' TYP. CONTINUI N G TO THE W E S T 90° 90° UON. ALIGN 9'9'9'9'9'9'10' EJ AT BACK OF RAMP EJ ALIGNED WITH FACE OF REMOVABLE BOLLARD CUP 9' EJ TO MEET PAVEMENT CORNER CURV E T O MEET E X I S T I N G PAVE M E N T SMO O T H L Y , TYP 5' TYP. CONTI N UI N G EAST EJ TO MEET PAVEMENT CORNER ALIGN EQ. EQ. EJ TO MEET CENTER POINT OF ARC 28 ' - 2 1 4", R = 2 1 ' - 9 "21'-434", R=13'-11"35'-53 4", R=148' 53'-4 1 4 ", R=146'- 6" 10" 10' 10' 90° UON EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJEJEJEJ EJ EJ EJ EJ EJ SCORE TO ALIGN WITH CENTER OF EXISTING ASPHALT PAD 2' TYP. 90° TYP. 1'1' CL OF BENCHES N: 138416.64 E: 1281469.75 5' CLR.EJ EJ EJ EJ EJEJ EJ EJ EJ EJ 10 EQ. PANELS1O E Q . P A N E L S 4 EQ . PANE LS West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:46 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - layout sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ ENTRY PLAZA AND PATH LAYOUT L202 NORTH SCALE: PLAZA LAYOUT 1/8"=1'-0"01 SCALE: PATH SCORING 1/8"=1'-0"02 SHEET NOTES: 1. ANY JOINT LABELED 'EJ' SHALL BE AN EXPANSION JOINT. 2. ALL OTHER JOINTS SHALL BE CONTROL JOINTS. 3. REFER TO DETAIL 01 SHEET L200 FOR CONCRETE JOINTING. EARTHWATER FOUNTAIN FD FDFD FDSD SD SD SD SD SD SD 60" 96"96"96"136" 136" 136"136" 172" 172" 172"172" 96" 96" 96" 96" 96" 96" 144" 192" 213" 213" 213" 213" 213" 213" 164" 164" 164" 164" 164" 164" 100" 100" FD F DSDSDSDS D F D FDFD FDFDFDFDFD F D FDFDSDSDSDSD SD SD SD SD FD FD FD FD FD FDFDFDF D F D F D F D F D N: 138416.64 E: 1281469.75 N: 138399.87 E: 1281470.42 N: 138389.80 E: 1281481.74 N: 138372.56 E: 1281480.9319'-258"15 ' - 2 " , R = 8 2 ' - 4 3 4"18'-6"R14'-4 34 " N: 138408.52 E: 1281476.89R10'-958" N: 138381.72 E: 1281469.83 5'-012", R=3'-7 12"21'-612"R24 ' - 6 5 8"R9'-1034"45'-10", R=506'-1 14"20'-0 1 2 ", R=34'-9 7 8 "N: 138368.01 E: 1281480.02 N: 138348.45 E: 1281471.04 N: 138342.46 E: 1281452.20 N: 138367.29 E: 1281480.02 N: 138346.46 E: 1281406.59 8'-73 4" 21'-758"16'-378"24'-55 8", R= 2 1 3 ' - 3 " 47'-8 3 4 ", R=36'-9"16'-818" , R=11 '-8 14" 43'- 1 0 3 4", R = 2 1 3 ' - 3 " N: 138367.43 E: 1281455.46 N: 138356.26 E: 1281407.88 R 1 2 ' R14'-238 " N: 138356.89 E: 1281379.75 N: 138350.69 E: 1281378.39 1 7 ' - 0 3 8"6'-1058"45'-6", R=36'-6 18"42'-9 58 ", R=109'-10 38 " 12'-1 01 4", R= 7 3 ' 105'-73 4", R=2 7 3 ' - 1 0 3 4" 36'-1014" R 1 0 ' - 6 " N: 138350.96 E: 1281399.53 N: 138364.42 E: 1281389.09 N: 138364.25 E: 1281370.27 N: 138343.03 E: 1281366.43 N: 138358.47 E: 1281366.52 N: 138371.06 E: 1281508.39 N: 138336.04 E: 1281484.10 N: 138329.52 E: 1281442.07 N: 138331.91 E: 1281405.29 N: 138366.52 E: 1281306.18 N: 138371.68 E: 1281294.42 N: 138368.22 E: 1281308.37 N: 138374.05 E: 1281313.87 N: 138382.80 E: 1281317.54 N: 138377.79 E: 1281304.06 2'-03 4"11'-738"26'-5 3 4 ", 18 EQ. P A N E L S 17'-538"90° 34°43°103° 98° 10"10"5'R6' -3 " EJEJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ 1'-712" TYP.N: 138427.99 E: 1281393.91 N: 138435.92 E: 1281399.39 N: 138441.03 E: 1281392.04 2"ALIGN BIKE RACK WITH EJ 6'-6" TYP.6'-6"TYP.N: 138404.97 E: 1281328.03 N: 138389.33 E: 1281355.20 N: 138405.43 E: 1281396.62 N: 138430.70 E: 1281430.26 N: 138444.27 E: 1281392.35 N: 138434.01 E: 1281386.89 3' TYP. N: 138397.83 E: 1281331.74 3'-412"4' 5'-11 2" SUBSURFACE DRAINAGE FOR REFERENCE ONLY, REFER TO CIVIL SUBSURFACE DRAINAGE FOR REFERENCE ONLY, REFER TO CIVIL 8'-234"9'-6", R=45'-4" JOINT AND EDGE OF CURB MEET West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:46 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - layout sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ PLAYGROUND HARDSCAPE LAYOUT L203 NORTH SCALE: PLAYGROUND HARDSCAPE LAYOUT 1/8"=1'-0"01 SHEET NOTES: 1. ANY JOINT LABELED 'EJ' SHALL BE AN EXPANSION JOINT. 2. ALL OTHER JOINTS SHALL BE CONTROL JOINTS. 3. REFER TO DETAIL 01 SHEET L200 FOR CONCRETE JOINTING. EARTHWATER FOUNTAIN60"96"9 6 " 9 6 "136"136"136"136"172"172"172"172"96"96"96"96"96"96"144"192"213"213"213"213"213"213"164"164"164"164"164"164"100"100"N: 138409.59E: 1281415.28R1 0 'N: 138398.57E: 1281399.62R3'R8'-834"18'-958"40'-638"24'-334"29'-658"45'-10", R 506'-1 14"20' -012" , R=34 '-9 78" 21'-61 2", R = 2 4 ' - 6 5 8"9'-278",R=3'-7 12"3'-1138"R 9 ' - 1 0 3 4"R8'-238"36'-838"N: 138393.90E: 1281403.77N: 138375.02E: 1281443.45N: 138356.27E: 1281407.88N: 138370.83E: 1281477.74N: 138368.43E: 1281475.02N: 138346.46E: 1281406.59N: 138366.16E: 1281407.65N: 138366.87E: 1281444.35N: 138383.21E: 1281443.99N: 138385.18E: 1281403.51N: 138398.93E: 1281396.64N: 138395.71E: 1281400.52N: 138342.46E: 1281452.20N: 138348.45E: 1281471.043' - 1 0 3 1 6 "N: 138372.19E: 1281474.255' TYP.5'5'4'5'4'4'4'4'4'4'4'4'5'5'5'5'5' 5' 5 '4'4'4'4'4'4'4'4'R3"N: 138397.79E: 1281430.01N: 138411.75E: 1281438.87R3"1' DIAMETER PAINTEDCIRCLES. FIELD VERIFYLAYOUT WITH OWNER'SREPRESENTATIVE, TYP.N: 138388.36E: 1281440.92N: 138362.76E: 1281448.34N: 138361.85E: 1281443.455' 5' 5'5'5'4'4'4'4'4'4'4'4'4'4'4'4'-3"4'-3"4'-3"4'-3"4'-6"4'-6"4'-6"PIP EQUILATERALTRIANGLE WITH 2"RADIUS CORNERS, TYP.2'-3" DIAMETERPIP CIRCLE, TYP.2'-6"LETTERS AND NUMBERS TOBE PIP, TYP. DIMENSIONS ANDLAYOUT TO BE PROVIDEDUPON REQUEST DURINGSUBMITTAL PROCESS.FIELD ADJUST TURF TOALLOW ACCESS FORUTILITY CLEANOUTS.REFER TO C204.07L201POURED IN PLACE ATSYNTHETIC TURF06L201EWF AT SYNTHETIC GRASSENGINEERED WOOD SAFETY SURFACING, SEE 02/L201POURED IN PLACE SURFACING, SEE 03/L201SYNTHETIC GRASS, SEE 04/L201SYNTHETIC GRASS WITH CONCRETE SLAB, SEE 04/L201MATERIALS LEGEND:West Fenwick Park City of Kent 3808 S Reith Rd, Kent, WA 98032SHEET NUMBER:SET ISSUE DATE:REVISIONS:05.11.2020DRAWN/CHECKED:SET TYPE:BID SETSHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 12:29 PM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - playground surfacing layout sheets.dwg 206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018SKW/AMA NDY MITTONNO. 882 EXP. 6/30 / 2 020 STA T E OFWASHINGTONLANDSCAPE ARCH IT ECTKIVA No. RECC-2195125BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONSPROVIDED BY THE APPLICANT'S LICENSED ENGINEERS,SURVEYORS AND ARCHITECTS AND OTHER CERTIFIEDPROFESSIONALS, THESE PLANS ARE APPROVED FORCONFORMANCE WITH THE CITY OF KENT ENGINEERINGDIVISION'S REQUIREMENTS___________________________________________Development Engineering ManagerDate___________________________________________City EngineerDateTHESE RECORD PLANS AND THE INFORMATIONSHOWN ACCURATELY REFLECT EXISTINGFIELD CONDITION AS OF__________________(DATE SIGNED).BY: _________________________________PLAYGROUNDSURFACING LAYOUTL204NORTHSCALE:PLAYGROUND SURFACING LAYOUT1/8"=1'-0"01SHEET NOTES:POURED IN PLACE PATH 'SQUARES' TO ALTERNATE COLORS.COLORS SHOWN FOR BID PURPOSES ONLY, ACTUAL COLORS TO BEPROVIDED UPON REQUEST DURING SUBMITTAL PROCESS. SD SD SD SD FD FD FD F D F D F D F D F D F D F D F D F D F D 43'- 1 0 3 4", R = 2 1 3 ' - 3 " 12'-1 01 4", R = 7 3 ' 59'-91 8" N: 138366.52 E: 1281306.18 N: 138371.68 E: 1281294.42 N: 138391.01 E: 1281237.87 5'EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJEJ EJ N: 138404.97 E: 1281328.03 N: 138418.97 E: 1281302.74 N: 138429.87 E: 1281304.02 5'3' TYP. 7 E Q . P A N E L S 135° 45°45°2 EQ.3'TYP.5' 6 9 ' -4 5 8", R=8 9 ' 1 3 ' - 9 1 4", R= 6 0 ' - 6 " 1 1 ' - 8 1 2", R = 5 8 ' - 3 " 2 2 ' 10'-1114", R=28'-9" 11'-012", R=28' N: 138440.14 E: 1281316.25 N: 138448.18 E: 1281309.51 N: 138452.01 E: 1281309.48 N: 138464.80 E: 1281295.56N: 138454.54 E: 1281283.32 N: 138455.31 E: 1281272.50 N: 138419.19 E: 1281293.47 N: 138478.72 E: 1281261.35 N: 138478.56 E: 1281320.13 51°32° 45° 51° 5' JOINTS MEETJOINTS MEET 3'TYP.3 E Q . ALIGN EJ WITH COLUMN EGES, TYP. 5 E Q . 5 E Q . N: 138440.97 E: 1281310.87 N: 138457.83 E: 1281296.73 4 E Q . 4 E Q .7 EQ.4'4'1'1'FIELD VERIFY PLACEMENT FIELD VERIFY PLACEMENT SDSDSDSDSDSDSDSDSDSDSDSDSDSDN: 138797.26 E: 1281284.53 N: 138796.91 E: 1281336.58 N: 138675.72 E: 1281335.76 N: 138676.07 E: 1281283.73 N: 138729.73 E: 1281277.3990°MEET AND MATCH EXISTING CONCRETE 2' 2'- 6 "1'-6"4' EJ EJ EJ EJ EJ11 EQ. PANELS3 EQ.PANELS9 EQ. PANELSALIGN EJ WITH CORNER OF CURB ALIGN CJ WITH CORNER OF CURB ALIGN EJ WITH CORNER OF CURB ALIGN PAVEMENT EDGE WITH CURB 4'-1012" CLR. TYP.7'4'4'7'-3"SUBSURFACE DRAINAGE FOR REFERENCE ONLY, REFER TO CIVIL West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:48 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - layout sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ FUTSAL AND SHELTER LAYOUT L205 NORTH SCALE: FUTSAL LAYOUT 1/8"=1'-0"02SCALE: SHELTER LAYOUT 1/8"=1'-0"01 SHEET NOTES: 1. ANY JOINT LABELED 'EJ' SHALL BE AN EXPANSION JOINT. 2. ALL OTHER JOINTS SHALL BE CONTROL JOINTS. 3. REFER TO DETAIL 01 SHEET L200 FOR CONCRETE JOINTING. EARTH08 08 08 081616161616 1616161616 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 08 16 16 16 16 16 12 12 2.0 2.0 2.0 2.0 16 10 16 16 16 3.0 16 3.03.03.03.03.03.03.0 3.0 3.0 3.0 16 12 12 3.0 3.0 3.0 3.0 3.03.0 3.0 16 3.0 131.8 112" 32.02 112" 28.93 112" 2.4 112" 44.4. 112"44.46 112" 44.4 112" 3.814 112" 44.416 112" 6.61 112" 44.618 112" 3.819 112" 0.420 112" 239.2 112" 2444.4 112" 222.6 112" 3.0 3.81 112" M . M M M . M /M O R O % 1344.4 112"1244.4 112" 4.911 112" 223.8 112" 213.8 112"West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 5.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 7:45 PM By: Jason Anderson Filename: c:\users\jason\dropbox\design 2426\jobs\761- west fenwick\drawings\west fenwick - irrigation plan sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018Design Two Four/Two Six14835 161ST COURT SERENTON, WA 98059-8819       ph. (425) 881-2426cll. (206) 335-7719www.design2426.comLandscape Architecture Irrigation Planning Athletic Field Design Construction ManagementJASO N M .A NDER S O NNO. 0936EX P .0 8 /24/2020STATEO F W A SHIN G T ONLAND S CAP E A R C HITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ IRRIGATION PLAN L300 00 20'40' SCALE: 1"=20'-0"NORTH SEE SHEET L301 16 16 PC 08 16 16 16 832.8 112. 30.310 112 5.009 1 MM M L M LB K G K B M L M B A A B B B K VALVE SCHEDULE CRITICAL ANALYSIS West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 5.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 7:45 PM By: Jason Anderson Filename: c:\users\jason\dropbox\design 2426\jobs\761- west fenwick\drawings\west fenwick - irrigation plan sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018Design Two Four/Two Six14835 161ST COURT SERENTON, WA 98059-8819 ph. (425) 881-2426cll. (206) 335-7719www.design2426.comLandscape Architecture Irrigation Planning Athletic Field Design Construction Management-AS2 N M .A NDER S 2NN2. 0936E;P .0 8 22020STATE2 ):A SHIN G T 2NLAND S CAP E A R C HITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ IRRIGATION PLAN L301 00 20'40' SCALE: 1"=20'-0"NORTH SEE SHEET L300 IRRIGATI2N N2TES Q TQ FHT Q TQ FHT M L O K G R B Y A LB 1408140414021401 IRRIGATION SCHEDULE 2.0 08 10 12 16 3.0 PC Valve Number Valve Size Valve Flow Valve Callout ## #" VALVE SCHEDULE CRITICAL ANALYSIS West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 5.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 2:24 PM By: Jason Anderson Filename: c:\users\jason\dropbox\design 2426\jobs\761- west fenwick\drawings\west fenwick - irrigation plan sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018Design Two Four/Two Six14835 161ST COURT SERENTON, WA 98059-8819       ph. (425) 881-2426cll. (206) 335-7719www.design2426.comLandscape Architecture Irrigation Planning Athletic Field Design Construction ManagementJASO N M .A NDER S O NNO. 0936EX P .0 8 /24/2020STATEO F W A SHIN G T ONLAND S CAP E A R C HITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ IRRIGATION SCHEDULE & DETAILS L302 West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 5.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 2:23 PM By: Jason Anderson Filename: c:\users\jason\dropbox\design 2426\jobs\761- west fenwick\drawings\west fenwick - irrigation plan sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018Design Two Four/Two Six14835 161ST COURT SERENTON, WA 98059-8819       ph. (425) 881-2426cll. (206) 335-7719www.design2426.comLandscape Architecture Irrigation Planning Athletic Field Design Construction ManagementJASO N M .A NDER S O NNO. 0936 EX P .0 8 /24/2020STATEO F W A SHIN G T ONLAND S CAP E A R C HITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ IRRIGATION DETAILS L303 MASTER VALVE W/ FLOW SENSOR4 West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 5.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.05.2020 2:22 PM By: Jason Anderson Filename: c:\users\jason\dropbox\design 2426\jobs\761- west fenwick\drawings\west fenwick - irrigation plan sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018Design Two Four/Two Six14835 161ST COURT SERENTON, WA 98059-8819       ph. (425) 881-2426cll. (206) 335-7719www.design2426.comLandscape Architecture Irrigation Planning Athletic Field Design Construction ManagementJASO N M .A NDER S O NNO. 0936EX P .0 8 /24/2020STATEO F W A SHIN G T ONLAND S CAP E A R C HITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ IRRIGATION & DETAILS L304 3" - 4" HIGH WATERING RING, ON DOWNHILL SIDE, CENTERED ON ROOTBALL 1:1 MAX EXISTING GRADE ADJACENT TO PLANTING NOTES: 1. APPLICABLE TO DECIDUOUS TREE AND CONIFER TREE PLANTING. REFER TO DETAIL 01/L400 (2) WOODEN STAKES, REFER TO SPECIFICATIONS. CONFIRM TREES TO BE STAKED WITH OWNER'S REPRESENTATIVE. TREE TIES PER SPECIFICATIONS FINISH GRADE 2'-0"23 HEIGHT OF TREE TYP.3'-0" MIN.01 L400 TREE PLANTING 1.5 D ROOTBALL DIAMETER (D) PROVIDE PLANT TABS, QUANTITY ACCORDING TO MANUFACTURER'S SPECIFICATIONS PROVIDE WATER SAUCER REMOVE UNTREATED BURLAP FROM TOP 2/3 OF ROOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY. CONTAINER PLANTS: SCORE ROOTBALLS IN 3 PLACES TO 1/2" DEPTH. FINISH GRADE OF SOIL INSTALL 1" ABOVE CONTAINER DEPTH 2" LAYER OF SPECIFIED MULCH BACKFILL PLANTING PIT WITH SPECIFIED MIX OF NATIVE AND IMPORTED SOIL MOUND CENTER OF PLANTING PIT COMPACT TO SUBGRADE DENSITY 0.5D TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT. PROVIDE WATER SAUCER FERTILIZER FINISH GRADE OF SOIL NOTES: 1. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE WILL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 2. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 3. WHERE TREES OCCUR IN TURF AREAS, PROVIDE 3' DIAMETER MULCH CIRCLE, 3" DEPTH. 4. SET PLANT PLUMB. 5. REMOVE UNTREATED BURLAP FROM TOP 2/3 OF ROOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY. CONTAINER PLANTS-SCORE ROOTBALL IN 3 PLACES TO 1/2' DEPTH. 6. VERIFY TREES TO BE STAKED WITH PROJECT REPRESENTATIVE. SEE DETAIL 07/L400. 4' DIAMETER UNDISTURBED OR COMPACTED SUBGRADE. 1:1 SLOPE ON SIDES OF PLANTING PIT BACKFILL PLANTING PIT WITH WITH MIX OF 1/2 NATIVE SOIL AND 1/2 IMPORTED SOIL. 24" DIAMETER VEGETATION-FREE ZONE AT BASE OF ALL TREES 8"AMEND SOILS WITH 3" TOPSOIL TYPE B INTO 5" OF EXISTING ROUGH GRADED SOIL PROFILE FOR A TOTAL IMPROVED DEPTH OF 8" UNDISTURBED EXISTING SOIL TURF AREAS*8"AMEND SOILS WITH 3" TOPSOIL TYPE A INTO 5" OF EXISTING ROUGH GRADED SOIL PROFILE FOR A TOTAL IMPROVED DEPTH OF 8" UNDISTURBED EXISTING SOIL MULCH LAYER PER PLANTING DETAILS SHRUB PLANTING AREAS 1'12" MIN TOPSOIL TYPE C UNDISTURBED EXISTING SOIL FIELD AREA SCARIFY SUBGRADE 4" MIN. REMOVE ALL MATERIAL LARGER THAN 1".4"* AT AREAS INDICATED TO RECEIVE HYDROSEED THAT ARE NOT IMPACTED BY CONSTRUCTION ACTIVITY, DO NOT AMEND/TILL. HARD RAKE PRIOR TO HYDROSEEDING. REMOVE ALL MATERIAL LARGER THAN 1" IN TOP 3" OF PROFILE REMOVE ALL MATERIAL LARGER THAN 1" IN TOP 3" OF PROFILE UNDISTURBED EXISTING SOIL FIELD TURF EXISTING GRADE FEATHER GRADE INCREASE OVER 6' OF RUN EXISTING PAVEMENT OR CONDITION PER PLAN EXISTING SOIL HOLD BACK SOIL AMENDMENT AS NEEDED TO PRESERVE AND PROTECT EXISTING PAVEMENT PROFILE OR TREE. AT EXISTING TREES KEEP 12' MINIMUM CLEAR OF TRUNKS.West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:49 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - landscape detail sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ PLANTING DETAILS L400 SCALE: TREE PLANTING ON SLOPE 1/2" = 1'-0"02 SCALE: DECIDUOUS TREE STAKING 1/2" = 1'-0"07 SCALE: SHRUB PLANTING 1/2" = 1'-0"08 SCALE: TREE PLANTING 1/2" = 1'-0"01 SCALE: AMENDED SOIL 1" = 1'-0"03 SCALE: FIELD TO TURF TRANSITION 1" = 1'-0"04 SCALE: SOIL PREPARATION TRANSITION TO EXISTING CONDITIONS 1" = 1'-0"05 QTY BOTANICAL NAME COMMON NAME SIZE SPACING PARK TREES 4 FRAXINUS AMERICANA AUTUMN APPLAUSE WHITE ASH 2.5" CAL PER PLANS 'AUTUMN APPLAUSE' 2 PARROTIA PERSICA PERSIAN IRONWOOD 2.5" CAL PER PLANS 8 QUERCUS MACROCARPA BUR OAK 2.5" CAL PER PLANS 8 RHAMNUS PURSHIANA CASCARA 2.5" CAL PER PLANS QTY MIX PROPORTION BY WEIGHT REFER TO PROJECT SPECIFICATIONS FOR MORE INFORMATION ON GRASS MIX REQUIREMENTS INCLUDING APPLICATION RATE, MULCH, AND SEED PURITY AND GERMINATION REQUIREMENTS. 148,700 SF TURF MIX: PERENNIAL RYE (1:1:1 3-WAY BLEND)80% KENTUCKY BLUEGRASS, PRE-GERMINATED (1:1:1 3-WAY BLEND) 20% 20,200 SF MEADOW MIX: 1 PART GRASSES, 1 PART PERRENIALS & WILDFLOWERS 6" MOW HEIGHT. MOW ONCE IN LATE FALL (AND ONCE IN LATE SPRING IF NEEDED). FROM DIRECT SEED SALES, ISSAQUAH, WA 98027 PHONE: 425-466-1350 GRASSES: DESCHAMPSIA CESPITOSA / TUFTED HAIRGRASS 20% ELYMUS GLAUCUS / BLUE WILD RYE 30% FESTUCA OVINA / SHEEP FESCUE 10% FESTUCA ROEMERI / IDAHO FESCUE 10% FESTUCA RUBRA RUBRA / CREEPING RED FESCUE 30% PERENNIALS & WILDFLOWERS: ACHILLEA MILLEFOLIUM 20% ALLIUM CERNUUM 10% ASTER SUBSPICATUS 10% AQUILEGIA FORMOSA 20% CAMAS LEICHTLINII 5% ERIOPHYLLUM LANATUM 10% GILIA CAPITATE 10% LILIUM COLUMBIANUM 5% LUPINUS POLYPHYLLUS 10% 5560 SF POND MIX REDTOP BENTGRASS 35% MEADOW FOXTAIL 35% OXEYE DAISY 10% RUSSIAN WILDRYE 10% RED FESCUE 7% BRIDSFOOT TREFOIL 1% BLACKEYED SUSAN 2% PLANTING SCHEDULE HYDROSEED OTHER PLANTINGS POND BUFFER PLANTING SCHEDULE QTY BOTANICAL NAME COMMON NAME SIZE SPACING 29 ACHILLEA MILLEFOLIUM YARROW 1 GAL PER PLANS 3 ARBUTUS MARINA MARINA STRAWBERRY TREE 1" CAL PER PLANS 2 ARCTOSTAPHYLOS X MEDIA HYBRID MANZANITA 3 GAL PER PLANS 4 CORNUS SERICEA 'ISANTI'ISANTI RED-OSIER DOGWOOD 5 GAL PER PLANS 9 CORNUS SERICEA 'KELSEYI' DWARF REDTWIG DOGWOOD 5 GAL PER PLANS 57 SF EPIMEDIUM BISHOP'S HAT 1 GAL 24" O.C. 21 MAHONIA REPENS CREEPING OREGON GRAPE 3 GAL PER PLANS 24 PAXISTIMA MYRSINITES OREGON BOX 3 GAL PER PLANS 32 POLYSTICHUM MUNITUM WESTERN SWORD FERN 3 GAL PER PLANS West Fenwick ParkCity of Kent3808 S Reith Rd, Kent, WA 98032SHEET NUMBER: SET ISSUE DATE: REVISIONS: 05.11.2020 DRAWN/CHECKED: SET TYPE:BID SET SHEET NAME:Berger Partnership Project Number: XXXXXXXX.XX Plotted: 05.07.2020 11:49 AM By: Stephanie Woirol Filename: g:\1project\w\west fenwick park\drawings\cad\sheets\west fenwick - landscape detail sheets.dwg206 325 6877bergerpartnership.com1927 Post Alley, Ste. 2Seattle, WA 98101©THE BERGER PARTNERSHIP PS, 2018 SKW/AM AN D Y MITTO N NO . 882 EX P . 6 /3 0 /2020STATEO F W A SHIN G T ONLAND S CAP E A R C H ITECTKIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS ___________________________________________ Development Engineering Manager Date ___________________________________________ City Engineer Date THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF __________________(DATE SIGNED). BY: _________________________________ PLANTING ENLARGEMENT AND SCHEDULE L401SCALE: POND BUFFER PLANTING 1"=10'-0"01 Q0 00 / 00 O N V) C) 0 k I a� t Cj a� cn / GENERAL NOTES ABBREVIATIONS ELECTRICAL LEGEND 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE CURRENT APPROVED EDITION OF THE NATIONAL A AMPS OD OUTSIDE DIAMETER GENERAL ELECTRICAL CODE, AS ACCEPTED AND AMENDED BY LOCAL ORDINANCES. AC ALTERNATING CURRENT PA PUBLIC ADDRESS AHU AIR HANDLING UNIT PAR PARALLEL SYMBOL DESCRIPTION 2. CONTRACTOR SHALL VERIFY FINAL PLACEMENT AND CONNECTION REQUIREMENTS PRIOR TO ROUGHING IN AIC AMPS INTERRUPTING CAPACITY PF POWER FACTOR EQUIPMENT UTILITIES. AFF ABOVE FINISHED FLOOR TO q OF DEVICE PH PHASE RACEWAY CONCEALED IN WALL OR CEILING OR OUTLET BOX PNL PANEL; PANELBOARD ACCEPTABLE TO USE SURFACE MOUNTED CONDUIT 3. FINAL ACCEPTANCE OF WORK IN PLACE SHALL BE SUBJECT TO APPROVAL BY OWNER'S REPRESENTATIVE. ARCH ARCHITECTURAL PWR POWER IN UNFINISHED AREAS INSTALLATION APPROVAL SHALL BE BASED ON APPROVED SUBMITTAL, SHOP DRAWINGS AND LOCAL INSPECTIONS. ATS AUTOMATIC TRANSFER SWITCH QTY QUANTITY — — RACEWAY CONCEALED UNDER FLOOR SLAB OR BELOW GRADE BLDG BUILDING BRKR BREAKER R RADIUS; RISER A5-L4-A9AB-1/1,3,5 — CIRCUIT NUMBERS 4. ALL WORK SHOWN ON DRAWINGS IS IN PART SCHEMATIC, INTENDED TO CONVEY SCOPE OF WORK AND GENERAL C CONDUIT; CABLE; COIL REC RECEPTACLE LAYOUT. VERIFY ALL EXISTING CONDITIONS AND MAKE ADJUSTMENTS AS REQUIRED. ELECTRICAL DRAWINGS ARE CB CIRCUIT BREAKER RECEP RECEPTACLE PANEL BRANCH CIRCUIT WIRING SHOWING CIRCUIT HOME RUN LARGELY DIAGRAMMATIC AND, THEREFORE, REPRESENT INSTALLATION INTENT AND GUIDELINES; IT IS THE CKT CIRCUIT RGS RIGID GALVANIZED STEEL CONDUIT TO PANELBOARD, HASH MARKS SHOW QUANTITY OF CONTRACTOR'S RESPONSIBILITY TO COVER ALL CONDITIONS ON HIS PREPARED SHOP DRAWINGS. CLG. CEILING RM ROOM # 12 AWGWIRES REQUIRED, NEUTRAL SHOWN LONGER. NO HASH MARK INDICATES 2# 12 WIRES AND 1 # 12 5. LABEL ALL WIRING DEVICES WITH SOURCE PANELBOARD AND CIRCUIT NUMBER ON COVER PLATE. SEE C.O. COL CONDUIT ONLY COLUMN SA SD STARTING AMPS SOFT DRAWN (COPPER) GROUND. OTHER WIRE SIZES ARE NOTED ON DRAWINGS. SPECIFICATIONS. CONIC CONCRETE CODE SIZED GREEN GROUNDING CONDUCTOR REQUIRED CONTR CONTRACTOR SHLD SHIELDED IN ALL CONDUIT, BUT NOT INDICATED ON CONDUIT RUNS. 6. ALL INTERIOR OUTLET, JUNCTION AND PULL BOXES SHALL BE METALLIC, SIZED PER CODE FOR THE NUMBER CR CONTROL RELAY SHT SPEC SHEET SPECIFICATION OF CONDUCTORS THEREIN. CS CONTROL SWITCH HEAVY LINE INDICATES NEW WORK CT CURRENT TRANSFORMER SO SQUARE 7. ALL ELECTRICAL RACEWAYS SHALL BE CONCEALED IN THE WALLS AND ABOVE SUSPENDED CEILING UNLESS CTL CU CONTROL COPPER STD STANDARD LIGHT LINE INDICATES EXISTING WORK OTHERWISE NOTED. DC DIRECT CURRENT SUBST SW SUBSTATION SWITCH 0 KEY NOTE CALLOUT DDC DIRECT DIGITAL CONTROL SWBD SWITCHBOARD 8. ALL CONDUCTORS SHALL BE # 12 AWG OR LARGER TYPE THHN/THWN UNLESS NOTED OTHERWISE AND AS DIA DIAMETER SWGR SWITCHGEAR DETAIL CALLOUT: REQUIRED BY CODE. DISC. DISCONNECT T TRANSFORMER INDICATES DETAIL NUMBER DN DOWN Ex.x 9. ALL EXPOSED CONDUITS SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO ROOM OR STRUCTURE. DWG DRAWING T/C TIME CLOCK INDICATES SHEET NUMBER WHERE EXPOSED CONDUITS SHALL BE SUPPORTED FROM BUILDING STRUCTURE USING APPROVED PIPE HANGERS. (E) EXISTING TEMP TEMPORARY DETAIL IS DRAWN EA EACH TYP TYPICAL 10. CONDUIT SIZES SHALL BE 3/4" MINIMUM FOR HOMERUNS AND 1 /2" MINIMUM TO END DEVICES, LARGER SIZES EF EXHAUST FAN UG UNDERGROUND FIXTURE TYPE ARE NOTED OTHERWISE ON THE DRAWINGS. UNDER NOT CIRCUMSTANCE SHALL CONDUIT BE SIZED LESS THAN EL ELEC ELEVATION ELECTRICAL V VOLTS Al NORMAL CIRCUIT ALLOWED BY THE NEC. VA VOLT-AMPERES EMERG,E EMERGENCY VFD VARIABLE FREQUENCY DRIVE a x 11. ALL CUTTING PATCHING AND PAINTING REQUIRED FOR THE CONCEALED INSTALLATION OF CONDUITS SHALL BE ' EMT ELECTRICAL METALLIC TUBING W WATT(S), WIRE(DIM) EOL END OF LINE DEVICE SWITCH LEG PROVIDED BY THE CONTRACTOR. DO NOT CUT OR DRILL STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL EWC ELECTRIC WATER COOLER WP WEATHERPROOF FROM STRUCTURAL ENGINEER. ALL CUTTING AND PATCHING SHALL BE NEAT, AND PATCHING SHALL MATCH EXP EXPOSED XFMR TRANSFORMER EQUIPMENT CALLOUT TAG. REFER TO EQUIPMENT ADJACENT SURFACE AS TO TEXTURE AND FINISH. EXIST. EXIST. EXISTING Z ZONE; IMPEDANCE xx CONNECTION SCHEDULE FEEDER # NUMBER 12. ALL PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS OR CEILINGS SHALL BE SEALED IN ACCORDANCE WITH FIN FINISHED A UL APPROVED SYSTEM THAT MAINTAINS THE INTEGRITY OF THE EXISTING FIRE RATING. PROVIDE AN FIO FURNISHED AND INSTALLED BY OWNER PHASE POWER AND WIRING DEVICE ENCLOSURE OF EQUAL FIRE RESISTANT RATING AROUND ALL FIXTURES AND EQUIPMENT INSTALLED IN OR FIXT FIXTURE PENETRATING FIRE RATED SEPARATIONS. FLA FULL LOAD AMPS SYMBOL DESCRIPTION FLEX FLEXIBLE ❑ JUNCTION BOX FLR FLOOR FLSA FULL LOAD STARTING AMPS i PANELBOARD - 240/120V-1 0,3W FLUOR FLUORESCENT FOIC FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR FT FEET; FOOT LIGHTING FU FUT FUSE FUTURE SYMBOL DESCRIPTION GALV GALVANIZED CIRCULAR LED POLE TOP FIXTURE GEC GROUND ELECTRODE CONDUCTOR GEN GENERATOR GFI GROUND FAULT INTERRUPTING GND GROUND H HIGH (DRYER SCOPE OF WORK HD HAND HH HANDHOLE HID HIGH INTENSITY DISCHARGE THIS PROJECT REPLACES LIGHTING FIXTURES ON EXISTING LIGHTING POLES. A NEW BRANCH HOA HANDS OFF AUTOMATIC CIRCUIT TO BE INSTALLED IN EXISTING RACEWAY AND CONNECTED TO A NEW 20A-2P CIRCUIT BREAKER IN EXISTING PANEL A. ANY CONDUIT THAT IS DAMAGED WILL REQUIRE REPAIR AND/OR HP HORSEPOWER REPLACEMENT. AS WELL AS REPLACEMENT OF ACCESSIBLE PEDESTRIAN SYSTEMS FOR EXISTING HPS HIGH PRESSURE SODIUM PEDESTRIAN CROSSWALK. HZ HERTZ IC INTERRUPTING CAPACITY ID INSIDE DIAMETER IH INSTA-HOT IN INCH D RAW I N G INDEX INST INSTANTANEOUS J-BOX JUNCTION BOX JB JUNCTION BOX E0.1 ELECTRICAL LEGEND, NOTES AND INDEX KVA KILOVOLT AMPS E1.0 ELECTRICAL SITE PLAN & ONE LINE DIAGRAM KW KILOWATT L LONG E2.0 ELECTRICAL SPECIFICATIONS LT LIGHT LTG LIGHTING MCC MOTOR CONTROL CENTER MCM THOUSAND CIRCULAR MILS MCP MOTOR CIRCUIT PROTECTOR MECH MECHANICAL THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING MH MANHOLE; METAL HALIDE FIELD CONDITION AS OF MIN MINIMUM _(DATE SIGNED). MLO MAIN LUGS ONLY BY: MTD MOUNTED MTG MOUNTING KIVA No. RECC-2195125 MTR MOTOR MTS MANUAL TRANSFER SWITCH BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS MVA MEGAVOLT-AMPS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED N.C. NORMALLY CLOSED PROFESSIONALS, THESE PLANS ARE APPROVED FOR NEUT NEUTRAL CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS NIC NOT IN CONTRACT NO. NUMBER NTS NOT TO SCALE Development Engineering Manager City Engineer Date Date a 0 0 U Q_ N � L tf W co -tf coM c� F_ a o-0 CV 6 O N LuO O N I 00 00 cn'Ni: E �0 m�NIp®co IN N N 0 ON cV V)13 d L c N o 0o V LL di O 00 V M FIST � �70 NA 1, �r SET TYPE. BID SET SET ISSUE DATE: 05.11.2020 DRAWN/CHECKED: SHEET NAME: ELECTRICAL LEGEND, NOTES AND INDEX SHEET NUMBER: E0s1 © THE BERGER PARTNERSHIP PS, 2018 Al 0 Q0 00 00 O N V) C) 0 k In a� t a� cn / LUMINAIRE SCHEDULE MARK DESCRIPTION LOCATION MANUFACTURER MODEL LUMENS WATTS CCT D1R' IYPE VOLTS E1 WET LISTED HIGH OUTPUT LED POLE TOP AREA LIGHT WITH SITE RAB LIGHTING ALED5T52 5753 52 5000 INTEGRAL 240 VIES TYPE V CIRCULAR DISTRIBUTION. VOLTAGE DROP CALCULATIONS POINT A POINT B DISTANCE VOLTAGE (VY FEEDER MATERIAL CURRENT LOAD LOAD CONDUCTOR SETS ALLOWABLE ACTUAL L - ft) PHASE ((p) DESIGNATION (Cu or An (II (A) SIZE VD (%) VD (%) PANEL A LAST FIXTURE 810 240 V / 1 40 BRANCH Cu AC 0.8 3.2 #8 1 3 1.69 SINGLE (1) PHASE VOLTAGE DROP CALCULATION: VD=(2xLxRx1)/1000 VD% _ (VD/V) x 100 (E) PANELBOARD: A VOLTS (L-L): 240V PANEL TYPE: NORMAL MCB: 100A /2P PHASE: 1 MOUNTING: SURFACE BUS RATING: 100A WIRES: 3 ENCLOSURE: NEMA 1 AIC RATING: 10,000 AIC FED FROM: UTILITY LOCATION: PRE-FAB RESTROOM BLDG OPTIONS: EXISTING PANEL - NEW WORK SHOWN IN BOLD CKT DESCRIPTION NOTES LOAD LOAD OC DEVICE OC DEVICE LOAD LOAD DESCRIPTION NOTES CKT AMPS POLES AMPS POLES TYPE A PHASE A TYPE 1 MEN'S RESTROOM LTG 1 0.20 20 1 A 20 1 1.00 7 MEN'S BATHROOM HEATER 2 3 BREEZEWAY LIGHTS 1 0.25 20 1 B 20 1 1.00 7 WOMEN'S HAND DRYER 4 5 ISTORAGE OUTLET 1 2 0.18 20 1 A 20 1 1.00 7 MEN'S HAND DRYER 6 7 WOMEN'S BATHROOM HEATER 7 1.00 20 1 B 20 1 0.18 2 BREEZEWAY OUTLET 8 9 WOMEN'S BATHROOM LTG 1 0.20 20 1 A 20 1 0.50 7 HEAT TRACE OUTLET 10 11 SPARE 1 20 1 B 20 1 0.18 2 EXTERIOR EAST WALL OUTLET 12 13 CHASEROOM LTG 1 0.20 20 1 A 20 1 0.18 7 IRRIGATION TIME CLOCK 14 15 TIME CLOCK 7 0.18 20 1 B 20 1 0.18 2 EXTERIOR WEST WALL OUTLET 16 17 WALKAWAY LTG 1 1.00 20 1 A 20 1 SPARE 18 19 OUTLET BELOW PANEL 2 0.18 20 1 B 20 1 SPARE 20 21 EXTERIOR LTG 2 1 0.55 20 2 A 20 1 SPARE 22 23 - 1 0.55 - - B 20 1 SPARE 24 25 SPARE 20 1 A 20 1 SPARE 26 27 SPARE 20 1 B 20 1 SPARE 28 29 SPACE A 30 2 1.50 2 EXTERIOR 220V OUTLET 30 31 SPACE B - - 1.50 2 - 32 33 SPACE A SPACE 34 35 SPACE B SPACE 36 37 SPACE A SPACE 38 39 SPACEI I 6 I SPACEI 40 41 SPACEI I I A I I SPACEI 42 KVA PER PHASE A B 6.51 5.20 LOAD TYPE (NUMBER) 1 2 3 5 6 7 8 LOAD TYPE (DESCRIPTION) Lighting Receps Motors L. Mot. Kitch Elevator Equip Imoging Totol THIS PANEL: A 2.94 3.90 0.00 0.00 0.00 0.00 4.86 0.00 11.70 TOTAL CONNECTED LOAD (KVA) 2.94 3.90 0.00 0.00 0.00 0.00 4.86 0.00 11.70 KVA DEMAND FACTOR: 1.25 50%>10kVA 1.00 1.25 1.00 1.00 1.00 NEC NEC CODE SECTION 220.56 620.12) (517.73(A)(2 TOTAL DESIGN LOAD (KVA) 3.68 3.90 0.00 0.00 0.00 0.00 4.86 0.00 12.44 KVA TOTAL DESIGN LOAD (AMPS) 51.82 AMPS NOTES: 1.) EXISTING LOAD REMOVED. 2.) PROVIDE NEW CIRCUIT BREAKER. (E)PSE TRANSFORMER T ONE LINE DIAGRAM SCALE: N/A 1-1- - . -TER O F/C PANEL A 100A MCB 7 -I I � I � I � � J �L7EXISITING GROUND LEVEL - d.3 EPCL �. bi TENNIS r� COURT �J BACK STOP LIGHTING/IRRIGATION CONTROLLER (E)UTILITY TRANSFORMER (E)UTILITY METER ELECTRICAL SITE PLAN E1.0 / SCALE: 1"=50'-O" SHEET NOTES: KEYED NOTES: 1. ALL SITE LIGHTING TO BE FED FROM PANEL A-21,23. 2. UTILITY SERVICE INFORMATION IS SHOWN FOR REFERENCE. 3. ALL EXTERIOR DEVICES, BOXES, AND EQUIPMENT SHALL BE NEMA 3R UNLESS NOTED OTHERWISE. O NEW LED FIXTURE TO BE INSTALLED ON EXISTING POLE. PROVIDE NEW CONDUCTORS FROM PANELBOARD VIA LIGHT/IRRIGATION CONTROLLER UTILIZING EXISTING CONDUIT. O PROVIDE 2#8 & 1#10G IN EXISTING CONDUIT. REPAIR AND/OR REPLACE EXISTING CONDUIT AS NEEDED. 1, 3) PROVIDE CUSTOM TENON ADAPTER FOR EXISTING LIGHT POLE IF EXISTING TENON IS INADEQUATE. FIELD VERIFY EXACT REQUIREMENTS PRIOR TO ORDERING. O PROVIDE RELAYS AND CALSENSE LIGHT/IRRIGATION CONTROLLER MODEL CS3-L-KIT WITH GRAY METALLIC ENCLOSURE. O REPLACE EXISTING PEDESTRIAN CROSSWALK BUTTON AND CORRESPONDING BUTTON ACROSS REITH ROAD WITH NEW WOOD POLE MOUNTED ACCESSIBLE PEDESTRIAN SYSTEM 'GUARDIAN' BY CAMPBELL COMPANY. PROVIDE STANDOFF FRAMEWORK AS NEEDED AND COORDINATE WITH CITY TRAFFIC SIGNAL DEPARTMENT PRIOR TO COMMENCEMENT OF WORK. I I I I THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF _(DATE SIGNED). BY: KIVA No. RECC-2195125 BASED ON THE SUBMITTED DRAWINGS AND SPECIFICATIONS PROVIDED BY THE APPLICANT'S LICENSED ENGINEERS, SURVEYORS AND ARCHITECTS AND OTHER CERTIFIED PROFESSIONALS, THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF KENT ENGINEERING DIVISION'S REQUIREMENTS Development Engineering Manager City Engineer Date Date a E e 0 0 Q (A L W c co ~ co Q o-0 CV (] a� QQ 0 r` M CD U) O N LUO O N 1 00 00 cif N r- E 0o ° d >rnC' � m�N�l®co N Z Ilk®lo' 04 N v M t E U oav�-� 0 CVNF- 3 d L c N O co ■ LL ♦�..• �1 W � 00 000 A, 40942 �IONA1. �r SET TYPE. BID SET SET ISSUE DATE: 05.11.2020 NMR0m1.1 DRAWN/CHECKED: SHEET NAME: ELECTRICAL SITE PLAN & ONE LINE DIAGRAM SHEET NUMBER: El nO © THE BERGER PARTNERSHIP PS, 2018 A 260500 COMMON WORK RESULTS FOR ELECTRICAL A. SCOPE OF WORK 1. COMPLY WITH THE GENERAL CONDITIONS OF THIS CONTRACT. THE REQUIREMENTS OF THIS SPECIFICATION ARE IN ADDITION TO THE REQUIREMENTS OF THE GENERAL CONDITIONS.AA 2. PROVIDE ALL LABOR AND MATERIAL NECESSARY TO ACCOMPLISH THE WORK SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. 3. COORDINATE WORK WITH ALL OTHER TRADES. 4. REMOVE ALL WASTE AND RUBBISH FROM THE SITE ON A DAILY BASIS. B. WARRANTY: WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. PROVIDE ADDITIONAL WARRANTY FOR VOICE/DATA SYSTEM AS NOTED ELSEWHERE. C. REGULATIONS 1. ELECTRICAL WORK SHALL COMPLY WITH THE FOLLOWING CODES AS PRESENTLY APPLICABLE: a. NATIONAL ELECTRICAL CODE (NEC) b. WASHINGTON STATE NONRESIDENTIAL ENERGY CODE (NREC) c. WASHINGTON ADMINISTRATIVE CODE (WAC) d. WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES ®. LOCAL CITY OF EDGEWOOD AND STATE CODES AND REGULATIONS 2. PERMITS: OBTAIN AND PAY FOR ALL REQUIRED PERMITS. 3. SAFETY MEASURES: PROVIDE A SAFE ENVIRONMENT TO PROTECT EMPLOYEES AND ALL OTHERS FROM INJURY. COMPLY WITH "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION," VOLUME 36, NO.75, PART II, OF THE FEDERAL REGISTER BY THE U.S. DEPARTMENT OF LABOR. D. SUBMITTAL AND SHOP DRAWINGS: PRIOR TO INSTALLATION, SUBMIT CATALOG DATA FOR TIRING DEVICES IN ACCORDANCE WITH DIVISION 1 IN ELECTRONIC PDF FORMAT. E. OPERATIONS AND MAINTENANCE MANUALS: PROVIDE MAINTENANCE AND OPERATIONS DATA FOR ALL ELECTRICAL EQUIPMENT AND SIGNAL AND COMMUNICATIONS SYSTEMS IN ACCORDANCE WITH DIVISION 1 IN ELECTRONIC PDF FORMAT. 260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS A. RACEWAYS 4. RIGID METALLIC CONDUIT: ZINC -COATED STEEL WITH FULL THREADED CONNECTIONS. 5. ELECTRICAL METALLIC TUBING (EMT): ZINC -COATED STEEL. 6. FLEXIBLE METALLIC CONDUIT: HELICALLY WOUND GALVANIZED STEEL, SECURELY INTERLOCKED, RWS (REDUCED WALL STEEL) TYPE. B. FITTINGS 1. RIGID METALLIC CONDUIT: a. COUPLINGS: THREADED -METALLIC TYPE OF THE SAME MATERIAL AS THE CONDUIT. b. LOCKNUTS: STEEL UP TO 2"INCHES, MALLEABLE IRON FOR 2-1/2 INCHES AND LARGER. c. BUSHINGS: BAKELITE OR PLASTIC UP TO 2", MALLEABLE IRON WITH INSULATING COLLAR FOR 2-1/2 INCHES AND LARGER. d. UNIONS: ZINC -PLATED MALLEABLE IRON, THREE PIECE CONDUIT COUPLING. 9. ELECTRICAL METALLIC TUBING (EMT): STEEL [SET -SCREW] [COMPRESSION] TYPE. FITTINGS 2" AND LARGER SHALL BE STEEL AND MAYBE SETSCREW TYPE CONTAINING DUAL SETSCREWS ON EACH SIDE OF COUPLING. 2. RIGID NONMETALLIC CONDUIT: SLIP-ON, NON -THREADED TYPE OF SAME MATERIAL AS CONDUIT. 3. FLEXIBLE METALLIC CONDUIT: STEEL, ONE- OR TWO -SCREW CLAMP TYPE. 4. CONDUIT STRAPS: HEAVY DUTY, TWO -HOLE PRESSED STEEL. C. OUTLET AND DEVICES BOXES 1. INTERIOR SURFACE -MOUNTED IN UNFINISHED AREAS: ONE-PIECE PRESSED STEEL, ELECTRO-GALVANIZED, SIZE AND DEPTH REQUIRED BY CODE, EXCEPT 4-INCH SQUARE OR 4-INCH OCTAGONAL MINIMUM. 2. INTERIOR FLUSH -MOUNTED: SAME AS ABOVE EXCEPT PROVIDE PLASTER RING EXTENSION TO FINISHED SURFACE. F. RECORD DRAWINGS: CORRECTIONS AND CHANGES MADE DURING THE PROGRESS OF THE WORK 3. EXTERIOR SURFACE -MOUNTED IN UNFINISHED AREAS: ONE-PIECE CAST -METAL, SHALL BE NEATLY RECORDED AS ACTUALLY INSTALLED FOR AS -BUILT RECORDS. SUBMIT TO THE ELECTRO-GALVANIZED, LISTED FOR WET LOCATIONS, SIZE AND DEPTH REQUIRED BY CODE ARCHITECT UPON PROJECT COMPLETION. (MINIMUM 2-1/6" DEEP), EXCEPT 4-INCH SQUARE OR 44NCH OCTAGONAL MINIMUM. G. CERTIFICATES OF INSPECTION: SUBMIT SIGNED -OFF PERMITS FROM THE CODE ENFORCING AGENCIES D. JUNCTION AND PULL BOXES: INTERIOR AREAS, STEEL, SCREW COVER, CODE GAUGE AND SIZE. LARGE TO THE OWNER UPON PROJECT COMPLETION. JUNCTION AND PULL BOXES SHALL BE FABRICATED SHEET STEEL WITH BAKED ENAMEL FINISH AND RETURN FLANGE WITH SCREW RETAINED COVER. H. PRODUCT LISTING OR LABELING: ALL ELECTRICAL EQUIPMENT SHALL BE LISTED AND LABELED BY ®1. EXTERIOR AREAS, STEEL, HINGED SCREW COVER WITH GASKET, CODE GAUGE AND SIZE. LARGE UNDERWRITERS' LABORATORIES, INC. JUNCTION AND PULL BOXES SHALL BE FABRICATED SHEET STEEL WITH BAKED ENAMEL FINISH I. MATERIAL AND EQUIPMENT. ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS NOTED AND RETURN FLANGE WITH HINGED AND GASKETED COVER. OTHERWISE. PROTECT ALL MATERIALS AND EQUIPMENT FROM DAMAGE OR CORROSION. E. EXECUTION J. CUTTING AND PATCHING: PROVIDE ALL REQUIRED CUTTING AND PATCHING FOR THE ELECTRICAL 1. GENERAL: WORK. a. COORDINATION: THE CONTRACTOR SHALL REVIEW ALL DRAWINGS, DETAILS AND N. PHASE ROTATION: CHECK CONNECTIONS TO ALL NEW AND EXISTING THREE-PHASE EQUIPMENT FOR ELEVATIONS PRIOR TO ROUGH -IN. WHERE EQUIPMENT IS FURNISHED BY OTHERS, THE PROPER PHASE ROTATION. DISCONNECT ALL DEVICES THAT COULD BE DAMAGED BY THE CONTRACTOR SHALL ASCERTAIN THE PROPER VOLTAGE, LOAD AND CONNECTION APPLICATION OF VOLTAGE OR REVERSED PHASE SEQUENCE. REQUIREMENTS PRIOR TO ROUGH -IN. 0. PAINTING: PAINT ALL EXPOSED RACEWAYS, EXCEPT SMR, IN FINISHED AREAS TO MATCH ADJACENT b. MATERIALS: ALL MATERIALS OF A SPECIFIC TYPE SHALL BE PROVIDED BY THE SAME SURFACES. MANUFACTURER THROUGHOUT THE PROJECT. P. INSTRUCTION: CONTRACTOR SHALL INSTRUCT THE OWNER IN THE USE AND OPERATION OF ALL SYSTEMS INSTALLED UNDER THE SCOPE OF THIS CONTRACT. Q. OWNER -FURNISHED EQUIPMENT: PROVIDE COMPLETE ELECTRICAL SERVICE AND CONNECTION TO ALL OWNER -FURNISHED EQUIPMENT. 260519 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES A. WIRE AND CABLE: 1. BRANCH CIRCUITS AND HOMERUNS: TYPE THHN OR THWN, 600-VOLT INSULATION, STRANDED OR SOLID COPPER CONDUCTOR. MINIMUM CONDUCTOR SIZE: a. NEUTRAL: #12 AWG b. GROUND: #12 AWG c. PHASE CONDUCTORS (MORE THAN SIX IN A RACEWAY): #10 AWG d. PHASE CONDUCTORS (SIX OR LESS IN A RACEWAY): #12 AWG 2. COLOR CODING REQUIREMENTS:120/240 VOLT,1-PHASE, 2-WIRE SYSTEMS a. PHASE A. BLACK b. PHASE B: RED c. PHASE C: BLUE d. NEUTRAL: WHITE 9. GROUND: GREEN f. TRAVELERS: YELLOW (FOR 3- AND 4-WAY SWITCHING) g. CONTROLS: BLACK WITH WIRE NUMBERS ON EACH CONDUCTOR 3. SPLICES AND TERMINATIONS: LIGHTING AND RECEPTACLE BRANCH CIRCUIT CONDUCTORS UP TO NO.10 AWG SHALL BE SPLICED WITH WING NUT TYPE CONNECTORS. 26W26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS A. GENERAL PROVIDE THROUGH THE ENTIRE ELECTRICAL SYSTEM. A SEPARATE GREEN EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED IN ALL LIGHTING AND POWER RACEWAYS. B. BONDING: INSULATED GROUNDING BUSHINGS SHALL BE INSTALLED TO BOND ALL FEEDER CONDUITS TO THE PANEL GROUND BUS AT BOTH ENDS OF FEEDER RACEWAYS. INSULATED GROUNDING BUSHINGS SHALL BE INSTALLED TO BOND ALL FEEDER CONDUITS TO THE GROUND BUS OR PANEL ENCLOSURES AT BOTH ENDS OF THE RUNS. C. FLEXIBLE CONDUIT GROUNDING: PROVIDE A SEPARATE GROUNDING CONDUCTOR IN ALL FLEXIBLE CONDUIT RUNS INCLUDING WATERTIGHT FLEXIBLE CONDUIT WITH INTEGRAL GROUNDING STRAPS. INSTALL GROUND CONDUCTOR INSIDE CONDUIT WITH UNGROUNDED CONDUCTORS. D. GROUND CONNECTIONS: GROUND CONNECTIONS TO BUILDING STEEL, GROUND RODS AND CABLE TAPS SHALL UTILIZE AN EXOTHERMIC WELDING PROCESS. CADWELD, ERICO PRODUCTS, INC., OR APPROVED EQUAL. 2. RACEWAY TYPES: INSTALL RACEWAY TYPES AND SIZES AS LISTED BELOW. a. RIGID METALLIC CONDUIT: IN CONCRETE AND MASONRY AND EXPOSED EXTERIORS. b. ELECTRICAL METALLIC TUBING (EMT): ALL AREAS OTHER THAN ABOVE. MAY BE USED FOR FEEDERS WITH INTEGRAL GREEN GROUND CONDUCTOR. c. RIGID NONMETALLIC CONDUIT: EXTERIOR UNDERGROUND INSTALLATIONS. 90 DEGREE ELBOWS TO BE GALVANIZED RIGID STEEL. d. FLEXIBLE METALLIC CONDUIT: RECESSED FIXTURE CONNECTIONS, INTERIOR CONCEALED EQUIPMENT CONNECTIONS, EXPANSION JOINTS AND SOUND CONTROL. NOT TO BE USED EXPOSED INSTALLATIONS WITHIN THE BUILDING. ®. LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT: EXTERIOR EQUIPMENT CONNECTIONS. f.MINIMUM RACEWAY SIZE SHALL BE 3/4 INCH, EXCEPT FOR RACEWAYS WITH NO MORE THAN THREE #12 AWG CONDUCTORS WHICH MAY BE 1/2". 3. RACEWAY INSTALLATION: a. CONCEALMENT. ALL RACEWAYS SHALL BE CONCEALED IN FINISHED AREAS. WHERE EXISTING WALL SURFACES ARE INACCESSIBLE, SURFACE METAL RACEWAYS FOR THESE EXCEPTIONS MAY BE PROVIDED WHEN APPROVED. b. EXPOSED RACEWAYS: INSTALL EXPOSED RACEWAYS AS HIGH AS POSSIBLE, ABOVE DUCTWORK, PARALLEL OR AT RIGHT ANGLES TO BUILDING LINES. c. EXPANSION AND EARTHQUAKE JOINTS: RACEWAYS SHALL NOT BE INSTALLED IN CONCRETE SLAB OR WALL CONSTRUCTION WHEN PASSING THROUGH AN EXPANSION OR EARTHQUAKE JOINT. RACEWAYS SHALL BE INSTALLED IN FURRED OR SUSPENDED CEILING SPACES WITH A MINIMUM OF 24 INCHES OF FLEXIBLE CONDUIT CROSSING THE EXPANSION OR EARTHQUAKE JOINTS. d. ROUTING: ALL RACEWAYS SHALL BE INSTALLED PARALLEL OR AT RIGHT ANGLES TO THE BUILDING CONSTRUCTION UNLESS PROHIBITED BY A PHYSICAL OBSTRUCTION. ®. RACEWAY SUPPORTS: RACEWAYS SHALL BE SUPPORTED WITH HEAVY-DUTY, ONE -HOLE, PRESSED STEEL STRAPS ON INTERIOR SURFACES. SUPPORT PENDANT -MOUNTED RACEWAYS ON 3/6-INCH ROD WITH PEAR-SHAPED HANGER OR TRAPEZE -TYPE HANGER WITH 3/84NCH ROD (MINIMUM) AND 1-5/6-INCH SQUARE PREFORMED CHANNEL AND PIPE CLAMPS. PARALLEL, SURFACE -MOUNTED RACEWAYS SHALL BE SUPPORTED FROM 1-5/6-INCH SQUARE PREFORMED CHANNEL AND PIPE CLAMPS. ALL FITTINGS AND SUPPORTS SHALL BE HOT -DIP GALVANIZED IN EXTERIOR AREAS. UNDEPENDENT SUPPORT: CONDUITS SHALL NOT BE SUPPORTED FROM THE CEILING SUSPENSION SYSTEM, DUCTS, PIPES OR OTHER SYSTEMS FOREIGN TO THE ELECTRICAL INSTALLATION. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE KEPT INDEPENDENT FROM ANY OTHER TRADE. g. PULL BOXES WITH COVERS: SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS OR AS REQUIRED BY CODE. ALL PULL BOXES SHALL BE LOCATED SO AS TO BE ACCESSIBLE. h. FLEXIBLE CONDUIT: SHALL BE USED ONLY FOR LIGHTING FIXTURE PIGTAILS IN ACCESSIBLE CEILINGS, FLUSH -MOUNTED SPEAKER PIGTAILS IN ACCESSIBLE CEILINGS, SOUND CONTROL, MOTOR CONNECTIONS AND AT BUILDING EXPANSION JOINTS AS SPECIFIED. ANY OTHER PROPOSED USE OF FLEXIBLE CONDUIT MUST BE APPROVED PRIOR TO INSTALLATION. 1. PENETRATIONS: RACEWAYS WHICH PASS THROUGH BUILDING ROOF, EXTERIOR WALLS OF BUILDING ABOVE OR BELOW GRADE AND FLOOR SLABS ON GRADE SHALL BE SEALED ON THE INTERIOR SIDE OF THE BUILDING USING NON -HARDENING SEALING COMPOUND AFTER ALL CONDUCTORS HAVE BEEN INSTALLED IN THE RACEWAY. SEALING MATERIAL SHALL BE SPECIFICALLY DESIGNED FOR ELECTRICAL WIRING SYSTEMS. j. CONDUIT PASSING THROUGH BUILDING ROOF: PROVIDE A 4 LB. LEAD PLUMBING VENT FLASHING WITH A COUNTER FLASHING ATTACHED ABOVE USING A GALVANIZED STEEL CLAMP. k. CONDUIT PENETRATING MEMBRANES: ALL CONDUITS PENETRATING WALLS OR SLABS WITH MEMBRANES SHALL BE INSTALLED WITH APPROVED MEMBRANE CLAMPING DEVICES IN ORDER TO PROVIDE NECESSARY SEAL. I. EXTERIOR WALLS: CONDUITS PASSING THROUGH EXTERIOR WALLS BELOW GRADE AND/OR BRIDGING AN AREA WHICH WAS PREVIOUSLY EXCAVATED AND BACKFILLED SHALL BE RIGIDLY SUPPORTED BY A STRUCTURALLY REINFORCED CONCRETE DUCT BANK SPANNING BETWEEN THE BUILDING WALL AND A BEARING SURFACE ON UNDISTURBED EARTH. m. EMPTY RACEWAYS: PROVIDE A NYLON PULL STRING IN ALL EMPTY RACEWAYS. 4. BOXES AND FITTINGS: a. GENERAL: BOXES SHALL BE SUPPORTED SECURELY AND INDEPENDENTLY. MOUNT BOXES ON BUILDING SURFACES OR SUPPORT WITH TRAPEZE HANGER AS DESCRIBED IN RACEWAY INSTALLATION. JUNCTION BOXES SHALL NOT BE USED UNLESS THE NUMBER OF BENDS, PULLING LENGTH, OR CIRCUIT REQUIREMENTS NECESSITATES THEIR INSTALLATION. JUNCTION OR PULL BOX OPENINGS MUST BE ACCESSIBLE. b. SOUND CONTROL: WHERE BOXES ARE MOUNTED IN A COMMON WALL, THEY SHALL WHEREVER POSSIBLE, BE OFFSET HORIZONTALLY SO THAT THEY ARE NOT MOUNTED BACK-TO-BACK. CONNECT OFFSET BOXES WITH FLEXIBLE CONDUIT NOT TO EXCEED 16 INCHES IN LENGTH. 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS A. GENERAL: LABEL ALL JUNCTION BOXES, TERMINAL CABINETS, ETC., WITH THE CIRCUIT NUMBER OR LOW -VOLTAGE SYSTEM CONTAINED WITHIN. B. EQUIPMENT NAMEPLATES: SHALL BE ENGRAVED IN 1/16 INCH THICK PHENOLIC LETTERS A MINIMUM OF 3/16 INCH HIGH. COLORING SHALL BE WHITE LETTERS ON BLACK BACKGROUND FOR NORMAL EQUIPMENT AND WHITE LETTERS ON RED BACKGROUND FOR EMERGENCY EQUIPMENT. THESE RECORD PLANS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITION AS OF (DATE SIGNED). BY: a E 0 U Q W cc) Co� Z N Q c 2, Q N � N _n l/1 T �r �m uiuuer"aeeoxm.•o�r�aaouniu Q Q C�cz V N �c/) O N O O Lu N Q 00 cn'NI: E 0o d >rn _ co N Z N N 0 O Q) o N(nI_ 3 d L N o co V LL di O co V m A.S' c '� 4 Li A L SET TYPE BID SET SET ISSUE DATE: 05.11.2020 REVISIONS: DRAWN/CHECKED: SHEET NAME: ELECTRICAL SPECIFICATIONS SHEET NUMBER: E2mO APPENDICES to BID SET WEST FENWICK PARK RENOVATION: 1. Futsal Court 2. Playground 3. Shelter Appendix 1: Futsal Court FAS370964 ID ---- MarSul 2020-01-16 Colorline: Foundation: Norm: Units: Post Material: Scale: ---- INGROUND ASTM feets HDG 1:100 Page 1 FAS370964 ---- MarSul 2020-01-16 Page 2 1:100 23 x 6 22 x 28 21 x 28 21 21 21 21 21 21 21 21 21 21 21 21 21 21 2323 2323 2323 21 21 21 21 21 21 21 21 21 21 21 21 21 21 FAS370964 ---- MarSul 2020-01-16 Page 3 1:100 Beton Beton Concrete Hormigón Béton Cemento Beton Betong 3,4 m³ 120,07 cu.ft. Beton Beton Concrete Hormigón Béton Cemento Beton Betong 3,4 m³ 120,07 cu.ft. Beton Beton Concrete Hormigón Béton Cemento Beton Betong 3,4 m³ 120,07 cu.ft. Beton Beton Concrete Hormigón Béton Cemento Beton Betong 3,4 m³ 120,07 cu.ft. Beton Beton Concrete Hormigón Béton Cemento Beton Betong 3,4 m³ 120,07 cu.ft. Beton Beton Concrete Hormigón Béton Cemento Beton Betong 3,4 m³ 120,07 cu.ft. A402439 A402410A402410A402410A402410A402410A402481A402410A402483A402481A402410A402410A402410A402483A402481A402454 A402435 A402437 A402412 A402412 A402412 A402412 A402431 A402433 A402433 A402431 A402412 A402412 A402412 A402412 A402437 A402435 A402454 A402410A402410A402410A402410A402410A402410A402481A402483A402410A402410A402410A402410A402481A402483A402439 INCH CM 1 2 1 FAS370964 ---- MarSul 2020-01-16 Page 4 1:100 FAS370964 ---- MarSul 2020-01-16 Page 5 48x RE609100-01 48x RE607100-01 4x RE628201-02 4x RE628301-0709 20x RE610103-02 4x RE628101-02 2x RE000300-01 2x RE623101-0902 2x RE620201-0902 2x RE620202-0902 4x RE611103-11 4x RE610101-02 RE631301-11 4x RE631101-11 29x RE610503-11 12x RE610501-11 2x RE626301-11 2 A Outside '+ Toplayer Augen Oberschicht: Exterieur Inside: Grass Enrobe Exterior Innen:Rasen Capasuperior Yderside Interieur: Gazon Toplag Interieur: Gazon Platform edge Yderside: Graes Unterbaukante Bordure Scm/3in Marco de la plataforma ' 20 txn / 8 in Plalformskanl D=9090 c� — 2ft 11.4in 10in III — L=ll==;; ri.'111111= Concrete Baton Baton '•B_ III Hormigon Gravel /1ft1160x60 cm Beton .6inx1ft11.6in 0,310m' Grain size: 0.315 11ft' 60 cm Kies Jr 1 ft 11.6 i� KonngrofSe: 01315 60 Tout-venant coneasse' 1 ft 11.6 in i Granulometrie : 0,315 r � + Grava Tamaho del grano: 0,315 1 1 1 Grus 1- Kornstorrelse:0,315 Importantl The concrete must be sufficiently hardened before the play item may be used. Wichtigl Vor der Inbetriebnahme des Spielrerats muf3 der Baton ausreichend abgebunden haben. Important' Le baton dolt avoir suffisamment durci avant de mettre en service IIequipment de jeux. Importantel El hormigrin debe estar suficentemente endurecido antes de comenzar a utilizar el equipo de juego. Importantel Prima de utilizzare le attrezzature da gioco, it cemento dve essere sufficientemente solidificato. Belangrijkl Het beton moet voldoende gehard zijn voordat het speeltoestel in gebruik wordt genomen. Viktigtl Betongen maste ha hardat tillrackligt innan lekredskapet borjar anvandas. Vigtigtl Betonen skal valare tilstraekkeligt haardet, for legeredskabet tages i brug. Bax(HOl Ilepe,q HCnOf1b3OBaHveM coopy>KeHHN y6egHTeCb, 4To 6eTOH 3aTBeppen. HUOMI Betonivalun on oltava tarpeeksi kuiva, ennen kuin leikkivalinetta saa kayttaaA STRUCTURAL CALCULATIONS Client: 605 West Howard Lane Austin, TX Location: West Fenwick Park 3808 Reith Road Kent, WA 98032 February 26, 2020 500 Main Street, Suite 700 Fort Worth, Texas 76102-3944 (817) 332-1074 500 Main St, suite 700 Fort Worth, TX 76102 Project: West Fenwick ESD's Job Ref. 20-Kompan Section Sport field fence Sheet no. 2 Calc. by M. Perez Date 02/26/20 Chk'd by TRS Date rev. PURPOSE: Pole footing design for MUGA structure for wind and horizontal loads    BUILDING CODES: IBC 2015 International Building Code (2015)  ASCE 7‐10 Minimum Design Loads for Buildings and Other Structures (2010)    SEISMIC DESIGN DATA: Seismic Design Category D  Spectral response coefficient; SS = 1.34  Spectral response coefficient; S1 = 0.507  Site Class D (Assumed)           Refer to: https://hazards.atcouncil.org  ULTIMATE WIND SPEED 110 MPH. EXPOSURE “B” Risk Category II https://hazards.atcouncil.org WIND DESIGN ASCE 7 - 2010 Wind Velocity Pressure, qz (ASCE7‐10 Sec. 29.5)    qz = 0.00256. Kz. Kzt . Kh . V2   V qz  = =  Velocity (mph) Velocity Pressure    Kz = Velocity Pressure Coeff. = Kh (0’ to 15’)  Kzt = Topographic Factor = 1 + (K1*K2*K3 )^2  Kd = Wind directionality factor = 0.57    qz = 0.00256 Kh (1.0) (0.85) (0.57) (110)2 = 15 psf    p = qz GCf Af    Af = b*h W= 63’   L= 118’   Cf = 1.6  Figure 29.5‐2   0.3<ε<0.7   ratio solid/gross  areas  G =0.85  P= 15*1.6*0.85Af  Low fence @   long side   P=20.4 Af                                                       Af1 = 3.62  ft2       Estimated projected area  P1=137 lbs max. / per post                   AVG. HT. = 4’‐0”  500 Main St, suite 700 Fort Worth, TX 76102 Project: West Fenwick ESD's Job Ref. 20-Kompan Section Sport field fence Sheet no. 3 Calc. by M. Perez Date 02/26/20 Chk'd by TRS Date rev.         High fence @ short side                                 P= 20.4 Af   Af1 21.5=  ft2    Estimated projected area  AVG Ht.= 12’‐0  P2=439 lbs./ per post   2 + 1 SEISMIC DESIGN ASCE7‐10    SITE PARAMETERS Site class D  The maximum considered (mapped) spectral acceleration (Fig. 22‐10)   at short periods SS  = 1.34  at 1sec period S1  = 0.507    Site coefficient  for short periods (SS) (Table 1613.5.3(1)) Fa  = 1.0  for 1sec period (S1) (Table 1613.5.3(2)) Fv = 1.5     Design spectral response acceleration  for short period (Eq. 16‐37) SMS  = Fa x Ss  = 1.34  for 1sec period (Eq. 16‐38) SM1  = Fv x S1  = 0.76    The design spectral response acceleration (Sect 1615.1.3)  at short period (Eq. 16‐39) SDS  = 2/3 x Sms  = 0.893  at 1sec period (Eq. 16‐40) SD1  = 2/3 x Sm1  = 0.507    Seismic design category  Risk category II  Seismic design category based on short period response acceleration (Table   1613.5.6(1))   D  TL= 6  Long‐period transition    IS= 1.00 Importance factor R= 1.25  Vshear= Cs W W= 11,440 lbs.    Cs=   SDS/ (R/Ie) Cs=0.7144    Vshear= 8,172 # Vshear= 131.8lbs/ per post < Wind    500 Main St, suite 700 Fort Worth, TX 76102 Project: West Fenwick ESD's Job Ref. 20-Kompan Section Sport field fence Sheet no. 4 Calc. by M. Perez Date 02/26/20 Chk'd by TRS Date rev. PROVIDED DESIGN LOADS  FAS370964 lbs. ft‐lbs  dead load ‐ kg 5,200 11,440                        Reaction forces mast foundation FAS370964       number of footings 66       safety factor  2.0             load per footing   kN  2.22  (vert) 494.5    Dynamic loading          vertical down kN 0.00       vertical up kN 0.00       horizontal  kN 0.00       shear kN 0.00       Momentum kNm 1.00   737.5  Loading for wind          Momentum kNm 3.00   2,212.5      3D LAYOUT   500 Main St, suite 700 Fort Worth, TX 76102 Project: West Fenwick ESD's Job Ref. 20-Kompan Section Sport field fence Sheet no. 5 Calc. by M. Perez Date 02/26/20 Chk'd by TRS Date rev. Footing Plan layout:   500 Main St, suite 700 Fort Worth, TX 76102 Project: West Fenwick ESD's Job Ref. 20-Kompan Section Sport field fence Sheet no. 6 Calc. by M. Perez Date 02/26/20 Chk'd by TRS Date rev. POLE FOOTING 21 Dia.= 16” round  Depth= 1’‐6” from finished grade.  Allowable bearing pressure Qs= 2,000 psf (Assumed)  Allowable lateral pressure= 200psf/ ft of depth (Assumed GW, GP)  Footing Lateral load capacity Pcap= 137#  500 Main St, suite 700 Fort Worth, TX 76102 Project: West Fenwick ESD's Job Ref. 20-Kompan Section Sport field fence Sheet no. 7 Calc. by M. Perez Date 02/26/20 Chk'd by TRS Date rev. POLE FOOTING 22 Dia.= 16” round  Depth= 2’‐10” from finished grade.  Allowable bearing pressure Qs= 2,000 psf (Assumed)  Allowable lateral pressure= 200psf/ ft of depth (Assumed GW, GP)  Footing Lateral load capacity Pcap= 439#  500 Main St, suite 700 Fort Worth, TX 76102 Project: West Fenwick ESD's Job Ref. 20-Kompan Section Sport field fence Sheet no. 8 Calc. by M. Perez Date 02/26/20 Chk'd by TRS Date rev. POLE FOOTING 23 Dia.= 16” x 19” SQUARE   Depth= 1’‐2” @ 20”  from finished grade.  Allowable bearing pressure Qs= 2,000 psf (Assumed)  Allowable lateral pressure= 200psf/ ft of depth (Assumed GW, GP)  Lateral load capacity Pcap= 290# Pole Footing Embedded in Soil THE SADLER GROUPLic. # : KW-06000031 DESCRIPTION:21 The Sadler Group Structural Engineers 500 Main Street, Suite 700 Fort Worth, TX 76102 (817)-332-1074 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 . File = P:\_Kompan\_2020\WZ83CN~O\pole calculations.ec6 . Project Title:Engineer:Project ID:Project Descr: Code References Calculations per IBC 2015 1807.3, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Circular 16.0 200.0 2,000.0 Lateral Restraint at Ground Surface Pole Footing Shape Pole Footing Diameter . . . . . . . . . . .in Allow Passive . . . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures +D+0.60W+HGoverning Load Combination : Lateral Load 0.08220 Moment 0.1644 k-ft Minimum Required Depth 1.50 ft k Restraint @ Ground Surface Pressure at Depth Actual 232.90 psf Allowable 300.0 psf Surface Retraint Force 315.10 lbs Controlling Values ft^2Footing Base Area 1.396 Maximum Soil Pressure 0.3538 ksf k k k 0.4940 k k Applied Loads k Lateral Concentrated Load (k) D : Dead Load L : Live Lr : Roof Live S : Snow W : Wind E : Earthquake H : Lateral Earth Load distance above 0.1370 2.0 k k k k k k k ft Lateral Distributed Loads (klf) TOP of Load above ground surface BOTTOM of Load above ground surface k/ft k/ft k/ft k/ft k/ft k/ft k/ft ft Applied Moment (kft) k-ft k-ft k-ft k-ft k-ft k-ft k-ft ground surface ft Vertical Load (k) k Load Combination Results Factor Soil IncreaseForces @ Ground Surface Load Combination Required Loads - (k) Moments - (ft-k) Depth - (ft) Pressure at Depth Allow - (psf)Actual - (psf) 0.00.000 0.000+D+H 0.13 1.00025.0 0.00.000 0.000+D+L+H 0.13 1.00025.0 0.00.000 0.000+D+Lr+H 0.13 1.00025.0 0.00.000 0.000+D+S+H 0.13 1.00025.0 0.00.000 0.000+D+0.750Lr+0.750L+H 0.13 1.00025.0 0.00.000 0.000+D+0.750L+0.750S+H 0.13 1.00025.0 232.90.082 0.164+D+0.60W+H 1.50 1.000300.0 0.00.000 0.000+D+0.70E+H 0.13 1.00025.0 207.90.062 0.123+D+0.750Lr+0.750L+0.450W+H 1.38 1.000275.0 Pole Footing Embedded in Soil THE SADLER GROUPLic. # : KW-06000031 DESCRIPTION:21 The Sadler Group Structural Engineers 500 Main Street, Suite 700 Fort Worth, TX 76102 (817)-332-1074 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 . File = P:\_Kompan\_2020\WZ83CN~O\pole calculations.ec6 . Project Title:Engineer:Project ID:Project Descr: 207.90.062 0.123+D+0.750L+0.750S+0.450W+H 1.38 1.000275.0 0.00.000 0.000+D+0.750L+0.750S+0.5250E+H 0.13 1.00025.0 232.90.082 0.164+0.60D+0.60W+0.60H 1.50 1.000300.0 0.00.000 0.000+0.60D+0.70E+0.60H 0.13 1.00025.0 Pole Footing Embedded in Soil THE SADLER GROUPLic. # : KW-06000031 DESCRIPTION:22 The Sadler Group Structural Engineers 500 Main Street, Suite 700 Fort Worth, TX 76102 (817)-332-1074 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 File = P:\_Kompan\_2020\WZ83CN~O\pole calculations.ec6 Project Title:Engineer:Project ID:Project Descr: Code References Calculations per IBC 2015 1807.3, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Circular 16.0 200.0 2,000.0 Lateral Restraint at Ground Surface Pole Footing Shape Pole Footing Diameter . . . . . . . . . . .in Allow Passive . . . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures +D+0.60W+HGoverning Load Combination : Lateral Load 0.2634 Moment 1.317 k-ft Minimum Required Depth 2.875 ft k Restraint @ Ground Surface Pressure at Depth Actual 507.88 psf Allowable 575.0 psf Surface Retraint Force 1,236.84 lbs Controlling Values ft^2Footing Base Area 1.396 Maximum Soil Pressure 0.3538 ksf k k k 0.4940 k k Applied Loads k Lateral Concentrated Load (k) D : Dead Load L : Live Lr : Roof Live S : Snow W : Wind E : Earthquake H : Lateral Earth Load distance above 0.4390 5.0 k k k k k k k ft Lateral Distributed Loads (klf) TOP of Load above ground surface BOTTOM of Load above ground surface k/ft k/ft k/ft k/ft k/ft k/ft k/ft ft Applied Moment (kft) k-ft k-ft k-ft k-ft k-ft k-ft k-ft ground surface ft Vertical Load (k) k Load Combination Results Factor Soil IncreaseForces @ Ground Surface Load Combination Required Loads - (k) Moments - (ft-k) Depth - (ft) Pressure at Depth Allow - (psf)Actual - (psf) 0.00.000 0.000+D+H 0.13 1.00025.0 0.00.000 0.000+D+L+H 0.13 1.00025.0 0.00.000 0.000+D+Lr+H 0.13 1.00025.0 0.00.000 0.000+D+S+H 0.13 1.00025.0 0.00.000 0.000+D+0.750Lr+0.750L+H 0.13 1.00025.0 0.00.000 0.000+D+0.750L+0.750S+H 0.13 1.00025.0 507.90.263 1.317+D+0.60W+H 2.88 1.000575.0 0.00.000 0.000+D+0.70E+H 0.13 1.00025.0 456.90.198 0.988+D+0.750Lr+0.750L+0.450W+H 2.63 1.000525.0 Pole Footing Embedded in Soil THE SADLER GROUPLic. # : KW-06000031 DESCRIPTION:22 The Sadler Group Structural Engineers 500 Main Street, Suite 700 Fort Worth, TX 76102 (817)-332-1074 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 File = P:\_Kompan\_2020\WZ83CN~O\pole calculations.ec6 Project Title:Engineer:Project ID:Project Descr: 456.90.198 0.988+D+0.750L+0.750S+0.450W+H 2.63 1.000525.0 0.00.000 0.000+D+0.750L+0.750S+0.5250E+H 0.13 1.00025.0 507.90.263 1.317+0.60D+0.60W+0.60H 2.88 1.000575.0 0.00.000 0.000+0.60D+0.70E+0.60H 0.13 1.00025.0 Pole Footing Embedded in Soil THE SADLER GROUPLic. # : KW-06000031 DESCRIPTION:23 The Sadler Group Structural Engineers 500 Main Street, Suite 700 Fort Worth, TX 76102 (817)-332-1074 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 File = P:\_Kompan\_2020\WZ83CN~O\pole calculations.ec6 Project Title:Engineer:Project ID:Project Descr: Code References Calculations per IBC 2015 1807.3, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Rectangular 16.0 200.0 2,000.0 No Lateral Restraint at Ground Surface Pole Footing Shape Pole Footing Width . . . . . . . . . . . . .in Allow Passive . . . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures +D+0.60W+HGoverning Load Combination : Lateral Load 0.1740 Moment 0.6960 k-ft Minimum Required Depth 2.875 ft k NO Ground Surface Restraint Pressures at 1/3 Depth Actual 190.021 psf Allowable 191.383 psf Controlling Values ft^2Footing Base Area 1.778 Maximum Soil Pressure 0.2779 ksf k k k 0.4940 k k Applied Loads k 0.0 Lateral Concentrated Load (k) D : Dead Load L : Live Lr : Roof Live S : Snow W : Wind E : Earthquake H : Lateral Earth Load distance above 0.290 4.0 k k k k k k k ft Lateral Distributed Loads (klf) TOP of Load above ground surface BOTTOM of Load above ground surface k/ft k/ft k/ft k/ft k/ft k/ft k/ft ftground surface ft Vertical Load (k) k Load Combination Results Factor Soil IncreaseForces @ Ground Surface Load Combination Required Loads - (k) Moments - (ft-k) Depth - (ft) Pressure at 1/3 Depth Allow - (psf)Actual - (psf) 0.00.000 0.000+D+H 0.13 1.0000.0 0.00.000 0.000+D+L+H 0.13 1.0000.0 0.00.000 0.000+D+Lr+H 0.13 1.0000.0 0.00.000 0.000+D+S+H 0.13 1.0000.0 0.00.000 0.000+D+0.750Lr+0.750L+H 0.13 1.0000.0 0.00.000 0.000+D+0.750L+0.750S+H 0.13 1.0000.0 190.00.174 0.696+D+0.60W+H 2.88 1.000191.4 0.00.000 0.000+D+0.70E+H 0.13 1.0000.0 170.70.131 0.522+D+0.750Lr+0.750L+0.450W+H 2.63 1.000171.2 Pole Footing Embedded in Soil THE SADLER GROUPLic. # : KW-06000031 DESCRIPTION:23 The Sadler Group Structural Engineers 500 Main Street, Suite 700 Fort Worth, TX 76102 (817)-332-1074 Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 File = P:\_Kompan\_2020\WZ83CN~O\pole calculations.ec6 Project Title:Engineer:Project ID:Project Descr: 170.70.131 0.522+D+0.750L+0.750S+0.450W+H 2.63 1.000171.2 0.00.000 0.000+D+0.750L+0.750S+0.5250E+H 0.13 1.0000.0 190.00.174 0.696+0.60D+0.60W+0.60H 2.88 1.000191.4 0.00.000 0.000+0.60D+0.70E+0.60H 0.13 1.0000.0 Appendix 2: Playground RING HILL CLIMBER PART #ZZYY8343 GAMEBOARD SPINNER SIGN PART #ZZYYA019 SLIDING POLE TWISTED CLIMBER CUSTOM WHEELCHAIR RAMP WITH DIGITAL RAIN BARRIER ZZYYA480 BENCHES SHOWN ARE PROVIDED BY OTHER PM 4ft ROLLER SLIDE PART #ZZXX9240 60" 96"GROUND TO DECK 80" HEAD CLEARANCE 6FT CHALLENGERS DECK WITH PIPE WALLS PART #ZZYYA041 GAMEBOARD SPINNER POST MOUNT PART #ZZYYA457 TUBE SLIDE PIPE WALL SILO CLIMBER DEEP RUNG ARCH CLIMBER STEP AROUND ADA STAIR CROSSED LADDER CLIMBER PART #ZZYYA018 VERTICAL LADDER HILL CLIMBER PART #ZZYYA014 CLIMBING SQUARE CLUSTERS UP AND OVER LADDER CLIMBER PART #ZZYYA017 CLIMBING SQUARE CLUSTERS GAMEBOARD SPINNER POST MOUNT PART #ZZYYA465 DOUBLE NUVO HILL SLIDE OVERPASS NET CLIMBER PART #ZZYYA015 HILL SLIDE TUBE SLIDE 7' 96" 96" GAMEBOARD SPINNER POST MOUNT PART #ZZYYA465 GAMEBOARD SPINNER POST MOUNT PART #ZZYYA465 TUBE SLIDE SEE TOWER DETAIL PAGE 36 2541TREE HOUSE DOORWAY (ground) DIGITAL RAIN STANDARD BARRIER (deck) TREE HOUSE DOORWAY (ground) TUBE SLIDE CUSTOM SPINR PART #ZZYYA020 0 5'10' 9'-8" 22'-10" 7'-8" 6'-4" 9' 9'-9" 7'-4" 9'-10"19' 19'-5" CUSTOM WHEELCHAIR RAMP WITH DIGITAL RAIN BARRIER ZZYYA481 ANYWHERE SEAT (x2) CUSTOM 9' TOP RAIL 5" ARCH SWING FOR ADD-A-BAY PART #ZZYYA504 CUSTOM 9' BELT SEAT (2) PART #ZZYYA396 CUSTOM 9' TOP RAIL 5" ARCH SWING ADD-A-BAY PART #ZZYYA505 CUSTOM 9' TOT SEAT (2) PART #ZZYYA397 CUSTOM 5" ARCH SWING ADD-A-BAY W/ TRANSITION FOR UNITY SWING SEAT PART #ZZYYA505 HOOPLA SWING SEAT PART #ZZXX0203 ARCH SWING SINGLE BAY ADD-A-BAY PART# ZZXX0840 SWING ALONG PART# ZZXX0635 18'-3" 22'-9" RISK MANAGEMENT SIGN PART #ZZXX0843 Total Elevated Play Activities: Total Ground-Level Play Activities: Accessible Elevated Activities Accessible Ground-Level Activities Accessible Ground-Level Play Types Required Provided ADA SCHEDULE11 6 6 22 4 22 3 5 BPaper Size USER CAPACITY:AGE GROUP: AREA:PERIMETER: EQUIPMENT SIZE: USE ZONE: DATE: SCALE:PROJECT NO: FALL HEIGHT: *PLAYGROUND SUPERVISION REQUIRED DRAWN BY: ASTM F1487- CPSC #325 WEST FENWICK PARK17-0558F NOT TO SCALE B. HARVEY 07-MAY-2020 N / A AS DRAWN N / A N / A 9 Ft. 150 5-12 17 Northwest Playground Equipment, Inc. 345 NW Dogwood P.O. Box 2410 Issaquah, WA 98027 60" 96" 96" 96" 0 5'10' 9' FALL HEIGHT 8' FALL HEIGHT 3'-4" FALL HEIGHT 8' FALL HEIGHT 6' FALL HEIGHT 5'-4" FALL HEIGHT 1' FALL HEIGHT 2' FALL HEIGHT 1' FALL HEIGHT 7' FALL HEIGHT 4' FALL HEIGHT 4' FALL HEIGHT 3'-4" FALL HEIGHT 9' FALL HEIGHT 6' FALL HEIGHT 5' FALL HEIGHT 6' FALL HEIGHT Total Elevated Play Activities: Total Ground-Level Play Activities: Accessible Elevated Activities Accessible Ground-Level Activities Accessible Ground-Level Play Types Required Provided ADA SCHEDULE11 6 6 22 4 22 3 5 BPaper Size USER CAPACITY:AGE GROUP: AREA:PERIMETER: EQUIPMENT SIZE: USE ZONE: DATE: SCALE:PROJECT NO: FALL HEIGHT: *PLAYGROUND SUPERVISION REQUIRED DRAWN BY: ASTM F1487- CPSC #325 WEST FENWICK PARK17-0558F NOT TO SCALE B. HARVEY 07-MAY-2020 N / A AS DRAWN N / A N / A 9 Ft. 150 5-12 17 Northwest Playground Equipment, Inc. 345 NW Dogwood P.O. Box 2410 Issaquah, WA 98027 Appendix 3: Shelter RPORTERCORPwww.poligon.comPORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424by(616)399-1963PATENTED OR PATENTS PENDINGCOPYRIGHT 2014R A Division of PORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424 (616) 399-1963 Designs and calculations of Poligon buildings are protected under copyright laws and patents and may not be used in the construction or design of a building that is not supplied by Poligon. Copyright laws protect the style and visual appearance of the structure while patents may protect other parts of the design. PATENTED AND/OR PATENTS PENDING COPYRIGHT 2014 PORTERCORP HOLLAND, MI 49424 GENERAL: 2015 INTERNATIONAL BUILDING CODE RISK CATEGORY: II DEAD LOAD: ROOF DEAD LOAD: 2 PSF FRAME DEAD LOAD: SELF WEIGHT LIVE LOAD: ROOF LIVE LOAD: 20 PSF SNOW DESIGN DATA: GROUND SNOW LOAD (Pg): 30 PSF FLAT ROOF SNOW LOAD (Pf): 25 PSF SNOW EXPOSURE FACTOR (Ce): 1.0 SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 THERMAL FACTOR (Ct): 1.2 WIND DESIGN DATA: BASIC WIND SPEED (V): 110 MPH GUST EFFECT FACTOR (G): 0.85 INTERNAL PRESSURE COEFFICIENT (GCpi): 0 WIND EXPOSURE: C SEISMIC DESIGN DATA: STEEL ORDINARY CANTILEVER COLUMN SYSTEMS SEISMIC IMPORTANCE FACTOR (Ie): 1.0 SEISMIC DESIGN CATEGORY: D SEISMIC SITE CLASS: D SEE CALCULATIONS FOR ADDITIONAL DATA ADDITIONAL CRITERIA: NONE ASTM DESIGNATIONA500 (GRADE B)A53 (GRADE B)A519A1003 (GRADE 50)A36A653SEE SHEET 2.1 MATERIALS: DESCRIPTIONTUBE STEELSCHEDULE PIPERMT PIPELIGHT GAGE COLD FORMEDSTRUCTURAL STEEL PLATEROOF PANELS (STEEL)ANCHOR BOLTS GENERAL NOTES:UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED TO ONLY SUPPORT WHAT IS SHOWN ON THESE DRAWINGS. POLIGON MUST BE CONTACTED IF ANYTHING ELSE IS TO BE ATTACHED TO THIS STRUCTURE (WALLS, COLUMN WRAPS, RAILINGS, ETC.) SO THE DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED. UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED ASSUMING A 20' SEPARATION BETWEEN ANY ADJACENT STRUCTURE WITH AN EAVE HEIGHT EQUAL TO OR GREATER THAN THE EAVE HEIGHT OF THIS STRUCTURE. IF THAT SEPARATION DOES NOT EXIST, POLIGON MUST BE CONTACTED SO THE DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION MANUAL. ALL WELDING IS PERFORMED BY AMERICAN WELDING SOCIETY CERTIFIED WELDERS AND CONFORMS TO THE LATEST EDITION OF AWS D1.1 OR D1.3 AS REQUIRED. PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION.REFER TO THE SHIPPING BILL OF MATERIALS AND FINAL INSTALLATION INSTRUCTIONS INCLUDED WITH THE STRUCTURE FOR POSSIBLE SUBSTITUTIONS AND IMPROVEMENTS. FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT THE PRIMARY FRAME INSTALLER AND THE ROOF INSTALLER HAVE A MINIMUM FIVE (5) YEARS DOCUMENTED EXPERIENCE INSTALLING THIS TYPE OF PRODUCT. FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT ELECTRIC WIRING, IF REQUIRED, BE RUN THROUGH THE STRUCTURAL MEMBERS BEFORE THE BUILDING IS ERECTED. FABRICATOR APPROVALS:CITY OF PHOENIX, AZ APPROVED FABRICATOR #C08-2010CITY OF LOS ANGELES, CA APPROVED FABRICATOR #1596CITY OF RIVERSIDE, CA APPROVED FABRICATOR #SP06-0033CITY OF HOUSTON, TX APPROVED FABRICATOR #470CLARK COUNTY, NV APPROVED FABRICATOR #264STATE OF UTAH APPROVED FABRICATOR 02008-14 CERTIFICATES:MIAMI-DADE COUNTY CERTIFICATE OF COMPETENCY NO. 19-0806.05PCI (POWDER COATING INSTITUTE) 4000 CERTIFIED A B SHEET NUMBER DRAWING DESCRIPTION CS COVER SHEET 1 ARCHITECTURAL ELEVATIONS 2-2.1 ANCHOR AND FOOTING LAYOUT / DETAILS 3 STRUCTURAL FRAMING PLAN 4 FRAME CONNECTION DETAILS 5-5.1 ROOF LAYOUT 6-6.1 ROOF CONNECTION DETAILS REVISIONS REV.DESCRIPTION BY DATE A UPDATED SNOW LOAD CHANGING FROM 20 TO 25 MM 3/12/2020 B REVISED SNOW LOAD, FLAT ROOF SNOWLOAD, AND PURLIN SIZE JS 4/8/2020 SHEET CSPROJECT:PROJECT LOCATION:COVER SHEETCAD MODEL:DRAWING:WEST FENWICKKENT, WAPROJECT NAME: PROJECT LOCATION: DRAWING LIST: BUILDING TYPE: ROOF TYPE: WEST FENWICK MULTI-RIB MSL 22X22 P10683BUILDING NO:BCREATION DATE:5/16/20171:844/8/2020~P10683PRINT DATE:REV LEVEL:SCALE:DRAWN BY:bristeIF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. KENT, WA MANUFACTURER NOTES: DESIGN CRITERIA: P10683BUILDING NUMBER: 2020A 66504ORDER NUMBER: Digitally signed by Thomas Covington Date: 2020.04.10 14:33:07 -04'00' RPORTERCORPwww.poligon.comPORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424by(616)399-1963PATENTED OR PATENTS PENDINGCOPYRIGHT 2014 6" SHEET 2.1 1 FINISH GRADE (ASSUMED AT CONSTANT ELEVATION UNLESS OTHERWISE NOTED) 8'-0" CLEAR 9'-3" REF FINISH GRADE (ASSUMED AT CONSTANT ELEVATION UNLESS OTHERWISE NOTED) 22'- 1/8" REF 22'- 1/8" REF SHEET 1PROJECT:PROJECT LOCATION:ARCHITECTURAL ELEVATIONSCAD MODEL:DRAWING:WEST FENWICKKENT, WAP10683BUILDING NO:BCREATION DATE:5/16/20171:644/8/2020~P10683PRINT DATE:REV LEVEL:SCALE:DRAWN BY:bristeIF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. Digitally signed by Thomas Covington Date: 2020.04.10 14:33:22 -04'00' RPORTERCORPwww.poligon.comPORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424by(616)399-1963PATENTED OR PATENTS PENDINGCOPYRIGHT 201430'-2 1/16" REF 21'-2" 21'-6" SHEET 2.1 2 SHEET 2PROJECT:PROJECT LOCATION:ANCHOR AND FOOTING LAYOUTCAD MODEL:DRAWING:WEST FENWICKKENT, WAP10683BUILDING NO:BCREATION DATE:5/16/20171:484/8/2020~P10683PRINT DATE:REV LEVEL:SCALE:DRAWN BY:bristeIF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. ANCHOR AND FOOTING LAYOUT NOTES: ANCHORS MUST BE CENTERED IN FOOTINGS1.FOOTINGS MUST BE TURNED TO ALIGN WITH COLUMN 2.AND TRUSS CENTERLINE. Digitally signed by Thomas Covington Date: 2020.04.10 14:33:45 -04'00' RPORTERCORPwww.poligon.comPORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424by(616)399-1963PATENTED OR PATENTS PENDINGCOPYRIGHT 2014ANCHOR BOLT PATTERN2 2 BASE PLATE THICKNESS: 3/4" 3" CLR 3" CLR 3" CLR DRILLED PIER FOOTING OPTION FOOTING TYP. @EACH COLUMN COLUMN LOCATED ATCENTER OF FOUNDATION FOOTING DESIGN BY POLIGONFOOTING MATERIALS BY OTHERS. 12-#7 VERTICAL BARS (EQUALLY SPACED)#4 TIES HORIZONTAL @ 12" O.C.w/2 TIES IN THE TOP 5"(QUANTITY OF REINFORCING SHOWN INDRAWINGS MAY NOT REFLECT REQUIREMENTS) 9'-0" MIN. 3'-6" DIA. MIN. 3" CLR 3" CLR 3" CLR FOOTING DESIGN BY POLIGONFOOTING MATERIALS BY OTHERS. FOOTING TYP. @EACH COLUMN COLUMN LOCATED ATCENTER OF FOUNDATION SQUARE FOOTING OPTION 5-#6 HORIZONTAL BARS (EQUALLY SPACED)EACH WAY, TOP & BOTTOM(QUANTITY OF REINFORCING SHOWN INDRAWINGS MAY NOT REFLECT REQUIREMENTS) 1'-6" MIN. 6'-0" MIN. THE FOUNDATION DESIGN SHOWN ON THESE DRAWINGS IS NOT SITE SPECIFIC, BUT BASED ON THE PRESUMPTIVE ALLOWABLE FOUNDATION PRESSURES IN CHAPTER 18 OF THE BUILDING CODE (CLASS 5 SOIL). THE BUILDING OFFICIAL IN THE JURISDICTION IN WHICH THIS STRUCTURE IS LOCATED MAY REQUIRE A SITE SPECIFIC GEOTECHNICAL REPORT OR LETTER FROM A QUALIFIED LOCAL PROFESSIONAL ENGINEER ATTESTING TO WHETHER THE ACTUAL SITE CONDITIONS MEET THE ASSUMPTIONS IDENTIFIED ABOVE. FOUNDATION NOTES:ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE, 1.AMERICAN CONCRETE INSTITUTE, AND ALL APPLICABLE STATE AND LOCAL ORDINANCES AND REQUIREMENTS.THE CONCRETE DESIGN IS BASED ON THE FOLLOWING PROPERTIES:2.28 DAY STRENGTH OF 4500 psi.•SLUMP OF 4" (+/-1").•THE FOOTING SHALL BEAR ON COMPETENT UNDISTURBED SOIL OR 95% COMPACTED FILL. IF SIGNS OF 3.ORGANIC MATERIAL, UNCONTROLLED FILL, CLAY OR SILT, HIGH WATER TABLE OR OTHER POSSIBLE DETRIMENTAL CONDITIONS ARE FOUND, INSTALLATION OF THE FOUNDATION MUST BE DISCONTINUED AND A SOILS ENGINEER CONTACTED.THE REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60.4.IF FOOTING DEPTH SHOWN DOES NOT MEET LOCAL FROST REQUIREMENTS, THE DRILLED PIER FOOTING 5.MAY BE EXTENDED. EXTEND VERTICAL BARS AS REQUIRED AND PROVIDE ADDITIONAL TIES TO MEET SPACING REQUIREMENTS AS SHOWN. IF LOCAL FROST DEPTH REQUIREMENTS ARE NOT MET AND NO DRILLED PIER FOOTING OPTION IS GIVEN, CONTACT POLIGON ENGINEERING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCAL FROST LINE DEPTH BELOW GRADE PRIOR TO CONSTRUCTION. 1 1/2" 8" MIN. EMBEDMENT INTO CONCRETE FOOTING 1/2"X10" LONGANCHOR BOLT(4) PLACES 1/2" NUT1/2" WASHER(4) PLACES COLUMN THE FOLLOWING ADHESIVE ANCHORS MAY BE SUBSTITUTED FOR THE CAST-IN-PLACE ANCHOR BOLTS:- HILTI HIT-HY 200 (A OR R) ADHESIVE WITH Φ 1/2” HAS-E ROD WITH MINIMUM 6” EMBEDMENT.- SIMPSON STRONG TIE AT-XP ADHESIVE WITH Φ 1/2” ALL-THREAD ROD (ASTM F1554 GRADE 36) WITH MINIMUM 6” EMBEDMENT.CONTRACTOR SHALL FOLLOW ALL INSTALLATION SPECIFICATIONS AND REQUIREMENTS OF ANCHOR MANUFACTURER. CONCRETE FOOTING TOP OF FOOTING 1 ANCHOR BOLT DETAIL FINISH GRADE (ASSUMED AT CONSTANT ELEVATION UNLESS OTHERWISE NOTED) 1 +1/2"-0" CONSTANT 6" ASSUMED 4" INTO CONCRETE FOOTING MIN. EMBEDMENT ANCHOR BOLT DETAIL1 1 TOP OF FOOTING OPTIONAL CONCRETE SLABTO CONCEAL BOLTS(DESIGN AND MATERIALS BY OTHERS) +1/2"-0" FINISH GRADE (ASSUMED ATCONSTANT ELEVATIONUNLESS OTHERWISE NOTED) NON-SHRINK GROUTUNDER BASE PLATE(1 1/2" MAX.) COLUMN 11" (2) 3/4" NUT(2) 3/4" WASHER(4) PLACES 3/4" x 16" LONGANCHOR BOLT(4) PLACES 1'-0" SQ. 9" TYP. 4 1/2" TYP. 4X 1" THRU ANCHOR BOLT HOLE 1 1/8" THRU ELECTRUCAL ACCESS HOLE SHEET 2.1PROJECT:PROJECT LOCATION:ANCHOR AND FOOTING DETAILSCAD MODEL:DRAWING:WEST FENWICKKENT, WAP10683BUILDING NO:BCREATION DATE:5/16/20171:124/8/2020~P10683PRINT DATE:REV LEVEL:SCALE:DRAWN BY:bristeIF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. ANCHOR BOLT NOTES - EXTERNAL (ANCHOR BOLTS LOCATED OUTSIDE COLUMN): ANCHOR BOLTS SHALL BE ASTM F1554 (GRADE 55) MATERIAL UNLESS OTHERWISE NOTED.1. ANCHOR BOLTS SHALL BE EITHER "HEADED" OR "THREADED WITH NUT" AS DEFINED IN THE AMERICAN INSTITUTE OF STEEL 2. CONSTRUCTION MANUAL. HOOKED ANCHOR BOLTS ARE NOT ACCEPTABLE.3. ACCURATE ANCHOR BOLT PLACEMENT IS CRITICAL. TO ENSURE THE ANCHOR BOLT LAYOUT MEETS THE DIMENSIONS REQUIRED ON 4. THE DRAWINGS, SURVEY (OR MEASURE) THE LOCATION OF ALL ANCHOR BOLTS PRIOR TO POURING THE FOOTINGS. AN ADDITIONAL SURVEY (OR MEASUREMENT) SHOULD BE MADE AFTER THE FOOTINGS ARE POURED TO CONFIRM THE ANCHOR BOLTS DID NOT SHIFT DURING THE CONCRETE POUR. THE MANUFACTURER STRONGLY RECOMMENDS USING ANCHOR BOLT TEMPLATES BECAUSE THEY SIGNIFICANTLY IMPROVE THE 5. ACCURACY OF ANCHOR BOLT PLACEMENT. AN ANCHOR BOLT TEMPLATE IS PROVIDED WITH ANY ANCHOR BOLT KIT PURCHASED. IF OUTSIDE CONSULTING ENGINEERS ARE DESIGNING THE FOUNDATIONS FOR THIS STRUCTURE, THEY MUST REFER TO THE 6. MANUFACTURER'S CALCULATIONS FOR MINIMUM CONCRETE PROPERTIES (COMPRESSIVE STRENGTH, EDGE DISTANCE, ETC.) REQUIRED FOR THE ANCHOR BOLT DESIGN. ELECTRICAL ACCESS HOLE IS ALWAYS LOCATED IN THE COLUMN BASE PLATE AS SHOWN.7. GROUT UNDER BASEPLATES SHALL BE NON-METALLIC, NON-SHRINK GROUT WITH MINIMUM f'c=6500 PSI.8. THE CALCULATIONS FOR THIS STRUCTURE ASSUME A FIXED COLUMN BASE.9. Digitally signed by Thomas Covington Date: 2020.04.10 14:36:38 -04'00' RPORTERCORPwww.poligon.comPORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424by(616)399-1963PATENTED OR PATENTS PENDINGCOPYRIGHT 2014 6" FINISH GRADE (ASSUMED AT CONSTANT ELEVATION UNLESS OTHERWISE NOTED) 9'-1 7/16" REF.8'-0" CLEAR SHEET 4 K-100 FINISH GRADE (ASSUMED AT CONSTANT ELEVATION UNLESS OTHERWISE NOTED) SHEET 4 P-100 4 3 1 2 B ITEM QTY.PART NO.DESCRIPTION MATERIAL WEIGHT 4 6 -PURLIN ASM HSS6X6X3/16 307.35 3 2 -TRUSS ASM HSS8X6X3/16 379.26 2 2 -COLUMN 2 ASM HSS6X6X3/16 199.34 1 2 -COLUMN 1 ASM HSS6X6X3/16 153.59 SHEET 3PROJECT:PROJECT LOCATION:STRUCTURAL FRAMING PLANCAD MODEL:DRAWING:WEST FENWICKKENT, WAP10683BUILDING NO:BCREATION DATE:5/16/20171:644/8/2020~P10683PRINT DATE:REV LEVEL:SCALE:DRAWN BY:bristeIF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. Digitally signed by Thomas Covington Date: 2020.04.10 14:36:53 -04'00' RPORTERCORPwww.poligon.comPORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424by(616)399-1963PATENTED OR PATENTS PENDINGCOPYRIGHT 2014 120.00°+-30°30° AFTER SNUG TIGHT, MATCH MARK PLATE TURN-OF-NUT PRETENSIONING METHOD:THESE STEPS ILLUSTRATE THE REQUIREMENTS OUTLINED IN THE AISC SPECIFICATION. THE ROTATION INDICATED IS ACCURATE FOR MOST BOLT DIAMETERS AND LENGTHS BUT IT IS THE RESPONSIBILITY OF THE INSTALLER TO MEET AISC REQUIREMENTS. THEN TURN BOLT/NUT PAST SNUG TIGHT 1/3 TURN STEP ONE: STEP TWO: COLUMN CONNECTIONS K-100 PURLIN CONNECTION P-100 PURLIN TRUSS (6) #12-24 x 1 1/2 ONE STEP SCREW (1P2905FNULL) (3) ALONG TOP (3) ALONG SIDE EACH CONNECTION TRUSS COLUMN 3/8" PLATE ATTACH GRACE ICE AND WATER SHIELD TO THE BACK OF THE COVER PLATE. THEN INSTALL COVER PLATE USING (4) SCREWS. NUT, HEX, 5/8-11 (2) PLCS EACH CONNECTION 3/8" FLG. PLT. SHEET 4PROJECT:PROJECT LOCATION:FRAME CONNECTION DETAILSCAD MODEL:DRAWING:WEST FENWICKKENT, WAP10683BUILDING NO:BCREATION DATE:5/16/20171:44/8/2020~P10683PRINT DATE:REV LEVEL:SCALE:DRAWN BY:bristeIF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. CONNECTION NOTES:ALL HIGH STRENGTH BOLTS ARE A325 BOLTS AND TO BE INSTALLED BY THE 1."TURN -OF-NUT" PRETENSIONING METHOD AS SPECIFIED IN THE 13TH EDITION OF THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", SECTION 8 (SEE ILLUSTRATION). A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE "TURN-OF-NUT" PRETENSIONING METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER TIGHTNESS. THIS METHOD IS ONLY REQUIRED ON 5/8" DIAMETER AND LARGER BOLTS. ANCHOR BOLTS NEED NOT BE TIGHTENED PAST SNUG TIGHT. LOCAL JURISDICTIONS MAY REQUIRE AN INSPECTOR TO BE PRESENT TO 2.WITNESS HARDWARE INSTALLATION AND INDEPENDENT TESTING. INSPECTION REQUIREMENTS SHOULD BE VERIFIED PRIOR TO STEEL ERECTION. ERECTION OF THE FRAMING MEMBERS WILL REQUIRE THE MAIN COLUMNS 3.TO BE PLUMB SQUARE AND TIGHTENED TO THE TRUSSES AND TENSION MEMBERS BEFORE INSTALLING THE PURLINS. PURLINS, IF REQUIRED, MUST BE PARALLEL TO THE EAVE BEAMS AND TENSION MEMBERS. TOUCH-UP PAINT MUST BE APPLIED TO ALL EXPOSED BOLTS & NUTS. 4.PERIODIC TOUCH-UP AT THESE BOLTED CONNECTIONS IS REQUIRED. UNLESS THE BUILDING HAS A FACTORY APPLIED POWDERCOAT, E-COAT 5.OR GALVANIZING, THE FRAME WILL BE PRIME PAINTED AND WILL BE REQUIRED TO BE FINISH PAINTED IN THE FIELD WITH ALL PAINT, MATERIALS AND LABOR NOT BY POLIGON (PORTERCORP). REFER TO FINAL SALES ORDER. PRIOR TO THE ERECTION OF SHELTER COMPONENTS, IT IS RECOMMENDED 6.TO CHASE AND TAP STRUCTURAL HARDWARE. EVEN THOUGH POLIGON MAKES EVERY EFFORT TO PROTECT THE HARDWARE DURING THE PROCESS OF PRODUCTION, FINISH, AND SHIPPING, THE ON-SITE CHASING AND TAPPING OF THREADS IS ALWAYS GOOD POLICY. TO PREVENT RUST STAINING OF FINISH, ALL METAL SHAVINGS MUST BE 7.REMOVED AFTER INSTALLATION. ENSURE NO SHAVING ARE TRAPPED BETWEEN MEMBER SURFACES. Digitally signed by Thomas Covington Date: 2020.04.10 14:37:10 -04'00' RRPORTERCORPwww.poligon.comPORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424by(616)399-1963PATENTED OR PATENTS PENDINGCOPYRIGHT 2014SHEET 6 MR-102 SHEET 6.1 MR-401 SHEET 6 MR-202 SHEET 6.1 MR-600 SHEET 5PROJECT:PROJECT LOCATION:ROOF OVERVIEWCAD MODEL:DRAWING:WEST FENWICKKENT, WAP10683BUILDING NO:BCREATION DATE:5/16/20171:364/8/2020~P10683PRINT DATE:REV LEVEL:SCALE:DRAWN BY:bristeIF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. Digitally signed by Thomas Covington Date: 2020.04.10 14:37:36 -04'00' 12 .25 RPORTERCORPwww.poligon.comPORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424by(616)399-1963PATENTED OR PATENTS PENDINGCOPYRIGHT 2014 22'- 1/16" 22'-0" 4'-3 3/16" TYP 1" 22'- 1/16" 1" PURLINPURLINPURLINPURLINPURLINPURLIN SHEET 5.1PROJECT:PROJECT LOCATION:ROOF LAYOUTCAD MODEL:DRAWING:WEST FENWICKKENT, WAP10683BUILDING NO:BCREATION DATE:5/16/20171:484/8/2020~P10683PRINT DATE:REV LEVEL:SCALE:DRAWN BY:bristeIF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. MULTI-RIB NOTES: THE DETAILS SHOWN ARE SUGGESTIONS OR GUIDELINES ON HOW TO ERECT THE SYSTEMS. THE INFORMATION SHOWN IS ACCURATE, BUT IT IS NOT INTENDED TO COVER ALL INSTANCES, BUILDING REQUIREMENTS, DESIGNS OR CODES. THE DETAILS MAY REQUIRE CHANGES OR REVISIONS DUE TO FIELD CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THE ERECTOR TO ENSURE THAT THE DETAILS MEET PARTICULAR BUILDING REQUIREMENTS AND TO ASSURE ADEQUATE WATER TIGHTNESS. THE ERECTOR SHOULD THOROUGHLY FAMILIARIZE HIMSELF/HERSELF WITH ALL ERECTION INSTRUCTIONS BEFORE STARTING WORK. THE PANELS SHOULD BE INSTALLED PLUMB, STRAIGHT, AND ACCURATELY TO THE ADJACENT WORK. FLASHING AND TRIM SHALL BE INSTALLED TRUE, AND IN PROPER ALIGNMENT, WITH ANY EXPOSED FASTENERS EQUALLY SPACED FOR THE BEST APPEARANCE. SEALANT SHALL BE FIELD APPLIED ON DRY, CLEAN SURFACES. SOME FIELD CUTTING AND FITTING OF PANELS AND FLASHING IS TO BE EXPECTED BY THE ERECTOR AND MINOR FIELD CORRECTIONS ARE A PART OF NORMAL ERECTION WORK. WORKMANSHIP SHALL BE OF THE BEST INDUSTRY STANDARDS AND INSTALLATION SHALL BE PERFORMED BY EXPERIENCED METAL CRAFTSMEN. METAL SHAVINGS FROM DRILLING OR INSTALLATION OF ROOF FASTENERS MUST BE CAREFULLY REMOVED FROM THE ROOF BY BRUSHING OR SWEEPING AT THE END OF EACH DAY DURING INSTALLATION. SHAVINGS LEFT ON THE ROOF WILL QUICKLY RUST AND STAIN THE ROOF FINISH. Digitally signed by Thomas Covington Date: 2020.04.10 14:37:51 -04'00' RPORTERCORPwww.poligon.comPORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424by(616)399-1963PATENTED OR PATENTS PENDINGCOPYRIGHT 2014NOTE:ALL MATERIALS ARE CALLEDOUT ON SHEETS 5.1. 1/8" POP RIVET. #12-14x3/4" SELF DRILLING SCREW. #12-14x1 1/4" SELF DRILLING SCREW. PART DESCRIPTIONS: EACH RIBDRILLING SCREW#12-14 X 3/4" SELF EACH SIDE OF RIB & CENTERED#12-14 X 3/4" SELF DRILLING SCREW (4) TOP & (4) BOTTOMPOP RIVET (8) PLCS MULTI RIB PANEL SPLICE CHANNEL GAP FROM MR PANEL)(INSTALL WITH 1/2"J-CHANNEL GAP FROM MR PANEL) (INSTALL WITH 1/2"J-CHANNEL EAVE BEAM 2013B EAVE DETAIL MR-102 2013B HIGHSIDE DETAIL (VIEWING FROM ABOVE)MR-202 RAKE TRIM RAKE TRIM (1) BETWEEN EACH RIB(1) EACH SIDE OF RIB &#12-14 X 3/4" SELF DRILLING SCREW EACH RIBDRILLING SCREW#12-14 X 3/4" SELF EAVE BEAM MULTI RIB PANEL SHEET 6PROJECT:PROJECT LOCATION:ROOF CONNECTION DETAILSCAD MODEL:DRAWING:WEST FENWICKKENT, WAP10683BUILDING NO:BCREATION DATE:5/16/2017NTS4/8/2020~P10683PRINT DATE:REV LEVEL:SCALE:DRAWN BY:bristeIF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. Digitally signed by Thomas Covington Date: 2020.04.10 14:48:37 -04'00' RPORTERCORPwww.poligon.comPORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424by(616)399-1963PATENTED OR PATENTS PENDINGCOPYRIGHT 2014RPORTERCORPwww.poligon.comPORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424by(616)399-1963PATENTED OR PATENTS PENDINGCOPYRIGHT 201412" O.C. DRILLING SCREW #12-14 X 3/4" SELF RAKE TRIM MULTI RIB PANEL TRUSS 2013B RAKE DETAIL MR-401 EACH SIDE OF RIBDRILLING SCREW #12-14 X 3/4" SELF TAILAND/ OR PURLIN MULTI RIB PANEL 2013B PURLIN DETAIL MR-600 SHEET 6.1PROJECT:PROJECT LOCATION:ROOF CONNECTION DETAILSCAD MODEL:DRAWING:WEST FENWICKKENT, WAP10683BUILDING NO:BCREATION DATE:5/16/2017NTS4/8/2020~P10683PRINT DATE:REV LEVEL:SCALE:DRAWN BY:bristeIF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. Digitally signed by Thomas Covington Date: 2020.04.10 14:48:54 -04'00' POLIGON MSL 22X22 MULTI RIB CALCULATIONS FOR: 2015 INTERNATIONAL BUILDING CODE PREPARED UNDER THE CONTROL AND SUPERVSION OF THE DESIGN PROFESSIONAL ABOVE Digitally signed by Thomas Covington Date: 2020.04.10 14:22:27 -04'00' Version 6.0.8 Updated 03/05/2019 TABLE OF CONTENTS Design Criteria Structural Engineering Notes Load Combinations Materials Connection Design RISA Analysis Report Panel Data Foundation Design RISA Model Views Building Code:See Cover Sheet Roof Slope (°):1.19 0.25:12 Pitch Design Code:ASCE 7-10 Risk Category:II Equivalent Roof Height:15.00 ft Weight of Roofing System 2 psf Frame Dead Load Frame Self-Weight (See RISA Analysis Report) Roof Live Load, L r 20 psf ASCE 7 Table 4-1 Ground Snow Load, p g 30.0 psf Importance Factor, I (Snow Loads)1.0 ASCE 7 Table 1.5-2 Slope Factor, C s 1.0 ASCE 7 Figure 7-2 Thermal Factor, C t 1.2 ASCE 7 Table 7-3 Exposure Factor, C e 1.0 ASCE 7 Table 7-2 Flat Roof Snow Load, p f 25.2 psf ASCE 7 Section 7.3 Leeward Unbalanced Snow Load 30.0 Unbalanced Load Not Required ASCE 7 Section 7.6.1 Basic Wind Speed,V Vult 110 mph Vasd 90 mph ASCE 7 Section 26.5 Exposure Category C ASCE 7 Section 26.7 Importance Factor, I (Wind Loads)1.00 ASCE 7 Table 6-1 Gust Effect Factor, G 0.85 ASCE 7 Section 26.9.1 Velocity Pressure Exposure Coefficient, K z 0.85 ASCE 7 Table 27.3.1 Wind Directionality Factor, K d 0.85 ASCE 7 Table 26.6-1 Topographic Factor, K zt 1.00 ASCE 7 Section 26.8.2 Velocity Pressure, q z 22.38 psf ASCE 7 Section 27.3.2 Main Wind-Force Resisting System ASCE 7 Section 27.4.3 Component and Cladding Elements ASCE 7 Section 30.8.2 Open Building, Clear Wind Flow (Cn from ASCE 7 Fig. 27.4-4 - 27.4-7)Open Building, Clear Wind Flow (Cn from ASCE 7 Fig. 30.8-1 - 30.8-3) Wind Direction Toward Roof Away From Roof Load Case A B A B Zone 3 Cn: 2.53 -3.44 γ = 0 p (psf): 48.08 -65.50 Windward Cp = 1.20 -1.10 0.30 -0.10 Zone 2 Cn: 1.90 -1.76 p (psf): 22.83 -20.93 5.71 -1.90 p (psf): 36.06 -33.55 γ = 180 Zone 1 Cn: 1.26 -1.15 Leeward Cp= 0.30 -0.10 1.20 -1.10 p (psf): 24.04 -21.83 p (psf): 5.71 -1.90 22.83 -20.93 γ = 90 Sideward Cp= -0.80 0.80 -0.80 0.80 p (psf): -15.22 15.22 -15.22 15.22 Analysis Procedure Equivalent Lateral Force Procedure ASCE 7 Section 12.8 Seismic Site Class D ASCE 7 Section 11.4.2 Basic Seismic Force Resisting System Steel Ordinary Cantilever Column Systems ASCE 7 Table 12.2-1 Short Spectral Response Parameter, S s 1.50 ASCE 7 Section 12.8 1-Sec Spectral Response Parameter, S 1 0.74 Seismic Design Category D ASCE 7 Section 11.6 Importance Factor, I 1.00 ASCE 7 Table 11.5-1 Response Modification Coefficient, R 1.25 ASCE 7 Table 12.2-1 Redundancy Factor, ρ 1.30 ASCE 7 Table 12.2-1 Overstrength Factor, Ωo 1.25 ASCE 7 Table 12.2-1 Design Short Spectral Response Parameter, S DS 1.00 ASCE 7 Section 11.4.4 1-Sec Design Spectral Response Parameter, S D1 0.74 ASCE 7 Section 11.4.4 Seismic Response Coefficient, C s 0.80 ASCE 7 Section 12.8.1 Effective Seismic Weight, W 2.00 psf ASCE 7 Section 12.7.2 Seismic Base Shear, V 1.60 psf ASCE 7 Section 12.8.1 Seismic Load, E 2.08 psf ASCE 7 Section 12.4 Upper Surface DESIGN CRITERIA GENERAL DEAD LOAD LIVE LOAD WIND LOAD SEISMIC LOAD Lower Surface SNOW LOAD Seismic Load with Overstrength Factor, E m 2.00 psf ASCE 7 Section 12.4 Loads applied to the structure may be greater than required for the project location. Actual structure dimensions may be smaller than shown in this document. RISA-3D structural analysis software was used to model the 3-D space frame. To reduce the amount of computer printout, the analysis results only show each member's controlling load case. From the analysis, all member deflections and structural drift are within allowable limits. All columns were designed as cantilever columns. Wind loads are assumed to act normal to the fabric surface. Fabric must be removed if winds are expected to exceed 90 mph. Structure designed for 90 mph wind loads with fabric attached to frame. Structure is designed for wind loads exceeding 90 mph without fabric attached to frame. Fabric must be removed prior to snow accumulation. Snow loads not considered in the design of the structure. Seismic load does not control the design of this structure, assuming the fabric has neglible mass. A minimum safety factor of 2.0 was used for the fabric and attachment hardware design. Unless noted otherwise in the ‘RISA Analysis Report’, the roof deck was not utilized in the structural analysis to provide lateral support to the members. Light gage members were designed in accordance with the latest edition of the AISC specifications and the AISI Cold-Formed Steel Design Manual. STRUCTURAL ANALYSIS NOTES All field connections must be made with A325 High Strength bolts using the ''Turn-of-Nut Pretensioning'' method of tightening as described in the latest AISC Manual. GENERAL NOTES Bolt threads were assumed to not be excluded from the connections. ADDITIONAL FABRIC STRUCTURE DESIGN NOTES STRUCTURAL DESIGN NOTES STRUCTURAL CONNECTION NOTES End plates were designed by applying beam end forced to the edges of the plate and calculating the resulting prying moment at the edge of the bolt holes. In determining the prying moment it was assumed that the area of the plate between bolts was fixed. STRUCTURAL ENGINEERING NOTES Abbreviation Description Number Description DL Dead Load 1 SERVICE D Lr Roof Live Load 2 SERVICE Lr S Snow Load 3 SERVICE S Su Unbalanced Snow Load 4 SERVICE Su Wx Wind Load (X-Direction)5 SERVICE Wx (Load Case A; y = 0°) Wz Wind Load (Z-Direction)6 SERVICE Wx (Load Case B; y = 0°) Wx (Minimum) 10 psf Minimum Wind Load (X-Direction)7 SERVICE Wx (Load Case A; y = 180°) Wz (Minimum) 10 psf Minimum Wind Load (Z-Direction)8 SERVICE Wx (Load Case B; y = 180°) Ex Seismic Load (X-Direction)9 SERVICE Wz (Load Case A; y = 90°) Ez Seismic Load (Z-Direction)10 SERVICE Wz (Load Case B; y = 90°) Emx Seismic Load (X-Direction) with Overstrength Factor 11 SERVICE Ex Emz Seismic Load (Z-Direction) with Overstrength Factor 12 SERVICE Ez Sds Design Spectral Acceleration Parameter Number Description Number Description 14 D 54 1.4D 15 D + Lr 55 1.2D + 0.5Lr 16 D + S 56 1.2D + 0.5S 17 D + Su 57 1.2D + 0.5Su 18 D + 0.6Wx (Load Case A; y = 0°)58 1.2D + 1.6Lr + 0.5Wx (Load Case A; y = 0°) 19 D + 0.6Wx (Load Case B; y = 0°)59 1.2D + 1.6Lr + 0.5Wx (Load Case B; y = 0°) 20 D + 0.6Wx (Load Case A; y = 180°)60 1.2D + 1.6Lr + 0.5Wx (Load Case A; y = 180°) 21 D + 0.6Wx (Load Case B; y = 180°)61 1.2D + 1.6Lr + 0.5Wx (Load Case B; y = 180°) 22 D + 0.6Wx (Minmum)62 1.2D + 1.6Lr + 0.5Wx (Minimum) 23 D + 0.75(0.6Wx (Load Case A; y = 0°)) + 0.75Lr 63 1.2D + 1.6S + 0.5Wx (Load Case A; y = 0°) 24 D + 0.75(0.6Wx (Load Case A; y = 180°)) + 0.75Lr 64 1.2D + 1.6S + 0.5Wx (Load Case B; y = 0°) 25 D + 0.75(0.6Wx (Minimum)) + 0.75Lr 65 1.2D + 1.6S + 0.5Wx (Load Case A; y = 180°) 26 D + 0.75(0.6Wx (Load Case A; y = 0°)) + 0.75S 66 1.2D + 1.6S + 0.5Wx (Load Case B; y = 180°) 27 D + 0.75(0.6Wx (Load Case A; y = 180°)) + 0.75S 67 1.2D + 1.6S + 0.5Wx (Minimum) 28 D + 0.75(0.6Wx (Minimum)) + 0.75S 68 1.2D + 1.0Wx (Load Case A; y = 0°) + 0.5Lr 29 0.6D + 0.6Wx (Load Case A; y = 0°) 69 1.2D + 1.0Wx (Load Case B; y = 0°) + 0.5Lr 30 0.6D + 0.6Wx (Load Case B; y = 0°) 70 1.2D + 1.0Wx (Load Case A; y = 180°) + 0.5Lr 31 0.6D + 0.6Wx (Load Case A; y = 180°) 71 1.2D + 1.0Wx (Load Case B; y = 180°) + 0.5Lr 32 0.6D + 0.6Wx (Load Case B; y = 180°) 72 1.2D + 1.0Wx (Minimum) + 0.5Lr 33 0.6D + 0.6Wx (Minimum) 73 1.2D + 1.0Wx (Load Case A; y = 0°) + 0.5S 34 D + 0.6Wz (Load Case A; y = 90°)74 1.2D + 1.0Wx (Load Case B; y = 0°) + 0.5S 35 D + 0.6Wz (Load Case B; y = 90°)75 1.2D + 1.0Wx (Load Case A; y = 180°) + 0.5S 36 D + 0.6Wz (Minmum)76 1.2D + 1.0Wx (Load Case B; y = 180°) + 0.5S 37 D + 0.75(0.6Wz (Load Case B; y = 90°)) + 0.75Lr 77 1.2D + 1.0Wx (Minimum) + 0.5S 38 D + 0.75(0.6Wz (Minimum)) + 0.75Lr 78 0.9D + 1.0Wx (Load Case A; y = 0°) 39 D + 0.75(0.6Wz (Load Case B; y = 90°)) + 0.75S 79 0.9D + 1.0Wx (Load Case B; y = 0°) 40 D + 0.75(0.6Wz (Minimum)) + 0.75S 80 0.9D + 1.0Wx (Load Case A; y = 180°) 41 0.6D + 0.6Wz (Load Case A; y = 90°) 81 0.9D + 1.0Wx (Load Case B; y = 180°) 42 0.6D + 0.6Wz (Load Case B; y = 90°) 82 0.9D + 1.0Wx (Minimum) 43 0.6D + 0.6Wz (Minimum) 83 1.2D + 1.6Lr + 0.5Wz (Load Case A; y = 90°) 44 (1.0+0.14*Sds)D+ 0.7Ex 84 1.2D + 1.6Lr + 0.5Wz (Load Case B; y = 90°) 45 (1.0+0.105*Sds)D + 0.525Ex + 0.75S 85 1.2D + 1.6Lr + 0.5Wz (Minimum) 46 (0.6-0.14*Sds)D + 0.7Ex 86 1.2D + 1.6S + 0.5Wz (Load Case A; y = 90°) 47 (1.0+0.14*Sds)D + 0.7Ez 87 1.2D + 1.6S + 0.5Wz (Load Case B; y = 90°) 48 (1.0+0.105*Sds)D + 0.525Ez + 0.75S 88 1.2D + 1.6S + 0.5Wz (Minimum) 49 (0.6-0.14*Sds)D + 0.7Ez 89 1.2D + 1.0Wz (Load Case A; y = 90°) + 0.5Lr 90 1.2D + 1.0Wz (Load Case B; y = 90°) + 0.5Lr 91 1.2D + 1.0Wx (Minimum) + 0.5Lr 92 1.2D + 1.0Wz (Load Case A; y = 90°) + 0.5S 93 1.2D + 1.0Wz (Load Case B; y = 90°) + 0.5S 94 1.2D + 1.0Wz (Minimum) + 0.5S 95 0.9D + 1.0Wz (Load Case A; y = 90°) 96 0.9D + 1.0Wz (Load Case B; y = 90°) 97 0.9D + 1.0Wz (Minimum) 98 (1.2+0.2*Sds)D + 1.0Ex + 0.2S 99 (0.9-0.2*Sds)D + 1.0Ex 100 (1.2+0.2*Sds)D + 1.0Ez + 0.2S 101 (0.9-0.2*Sds)D + 1.0Ez Notes: LOAD COMBINATIONS Key Service (Unfactored) Allowable Stress Design (Factored)Strength Design (Factored) 1. Load combinations are effective in all states that have adopted IBC as a base code. 2. See "RISA Analysis Report" for the load combinations that are not listed above. Column HSS6X6X3/16 Truss HSS8X6X3/16 Eave HSS6X6X3/16 Purlin HSS6X6X3/16 HSS Sections:ASTM A500 Gr. B Pipe Sections:ASTM A53 Gr. B RMT Sections:ASTM A519 Channel & Angle Sections:ASTM A36 Connection Plates:ASTM A36 Connections Bolts ASTM A325 Welding Process:Gas Metal Arc Welding Welding Electrode:E70xx MATERIALS Member Labels RISA MODEL VIEWS Joint Labels Member Shapes Member Local Axis Member Lengths N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 YXZ Column1Column2COLUMN3COLUMN4Truss1Truss2Eave1Eave2Purlin1Purlin2Purlin3Purlin4YXZ HSS6X6X3HSS6X6X3HSS6X6X3HSS6X6X3HSS8X6X3HSS8X6X3HSS6X6X3HSS6X6X3HSS6X6X3HSS6X6X3HSS6X6X3HSS6X6X3YXZ 10.510.510.95810.95822.00522.005222222222222YXZMember Length (ft) Displayed xyzxyzxyzxyzxyzxyzxyzxyzxyzxyzxyzxyzYXZ NOTE:SEE ATTACHED SERVICE LOAD (UNFACTORED) FOUNDATION REACTIONS. ANCHORAGE DESIGNED WITH THE FOLLOWING ASSUMPTIONS. CONTACT POLIGON IF THESE MINIMUM REQUIREMENTS ARE NOT MET. 1)CONCRETE COMPRESSIVE STRENGTH (F'C) = 4500 PSI MINIMUM 2)SEE ANCHOR CALCULATIONS FOR QUANTITY AND DIAMETER 3)MINIMUM ANCHORAGE EDGE DISTANCE = SEE ANCHOR CALCULATIONS 4)CAST-IN-PLACE ANCHORS ARE ASTM F-1554 5)MINIMUM ANCHORAGE EMBEDMENT = 11 IN 6)EPOXY ANCHORS ARE HILTI HIT-HY 200 7)MINIMUM ANCHORAGE EMBEDMENT = 11 IN FOUNDATION DESIGN Drilled Pier 1 Bearing Pressure 1500 psf 455 psf OK 2 Embedment Check 7.8 ft 9.0 ft OK 3 Uplift Check SF = 13.70 7533 lbs 550 lbs OK 4 Area of Reinforcement 6.93 in2 7.22 in2 OK Spread Footing 5 Bearing Pressure 1500 psf 597 psf OK 6 Shear Check N/A N/A OK 7 Overturning Check SF = 1.22 192 kip-in 157 kip-in OK 8 Sliding Check SF = 3.72 4.7 kip 1.3 kip OK 9 Area of Reinforcement 4.42 in2 4.42 in2 OK Fx (Axial) Fy Fz Mx My Mz [k] [k] [k] [k-in] [k-in] [k-in] 1 4.38 -0.02 0.00 0.00 0.00 -2.14 2 1.07 1.26 0.00 0.00 0.00 158.41 3 -0.55 -0.02 0.00 0.00 0.00 -2.31 x x x x x x x 5 3.36 0.98 0.00 0.00 0.00 123.72 x x x x x x x 7 0.64 1.25 0.00 0.00 0.00 157.32 8 1.07 1.26 0.00 0.00 0.00 158.41 x x x x x x x 12 - #7 vertical bars (equally spaced) #4 ties horizontal @ 12" O.C. w/ 2 ties in the top 5" 5 - #6 horizontal bars (equally spaced) each way, top and bottom 1.5 ft Pier Diameter (ft): 3.50 Spread Footing Width (ft): 6.0 Pier Depth (ft): 9.00 Spread Footing Thickness (ft): 1.5 f'c (psi): 4500 Concrete Unit Weight (lb/ft3):145 FOUNDATION DESIGN - FIXED BASE ₰OK FOUNDATION DESIGN FIXED BASE Actual Load Combination / Member (Chapter 18 of the Building Code) (Chapter 18 of the Building Code) 26 / COLUMN3 22 / Column1 32 / Column1 Minimum Value Controls Allowable Actual Load Combination / Member 28 / Column1(Chapter 18 of the Building Code) (ACI Chapter 10) Allowable Design Forces / Moments 26 COLUMN3 Load Combination MemberCheck Does Not Control / OK By Inspection 33 / Column1 22 / Column1 Minimum Value Controls (ACI Chapter 11) (ACI Chapter 7) x x 33 Column1 32 Column1 22 Column1 x x 28 Column1 The foundation design contained herein is not site specific, but is based on the presumptive allowable foundation pressures in Chapter 18 of the Building Code (Class 5 soil). The building official in the jurisdiction in which this structure is located may require a site specific geotechnical report or letter from a qualified local professional engineer attesting to whether the actual site conditions meet the assumptions identified above. Drilled Pier Option 9 ft 6 ft 3.5 ft 22 Column1 x x Spread Footing Option LC Member Label Sec Axial [k]y Shear [k]z Shear [k]Torque [k-in]y-y Moment [k-in]z-z Moment [k-in] 1 Column1 1 1.064 0.000 0.000 0.000 0.000 0.000 SERVICE D 1 Column2 1 1.064 0.000 0.000 0.000 0.000 0.000 SERVICE D 1 COLUMN3 1 1.070 0.000 0.000 0.000 0.000 0.000 SERVICE D 1 COLUMN4 1 1.070 0.000 0.000 0.000 0.000 0.000 SERVICE D 2 Column1 1 2.420 0.000 0.000 0.000 0.000 0.000 SERVICE Lr 2 Column2 1 2.420 0.000 0.000 0.000 0.000 0.000 SERVICE Lr 2 COLUMN3 1 2.420 0.000 0.000 0.000 0.000 0.000 SERVICE Lr 2 COLUMN4 1 2.420 0.000 0.000 0.000 0.000 0.000 SERVICE Lr 3 Column1 1 3.049 0.000 0.000 0.000 0.000 0.000 SERVICE S 3 Column2 1 3.049 0.000 0.000 0.000 0.000 0.000 SERVICE S 3 COLUMN3 1 3.050 0.000 0.000 0.000 0.000 0.000 SERVICE S 3 COLUMN4 1 3.050 0.000 0.000 0.000 0.000 0.000 SERVICE S 4 Column1 1 0.871 0.000 0.000 0.000 0.000 -0.003 SERVICE Su 4 Column2 1 0.871 0.000 0.000 0.000 0.000 -0.003 SERVICE Su 4 COLUMN3 1 2.759 0.000 0.000 0.000 0.000 -0.003 SERVICE Su 4 COLUMN4 1 2.759 0.000 0.000 0.000 0.000 -0.003 SERVICE Su 5 Column1 1 0.712 0.023 0.000 0.000 0.000 2.942 SERVICE Wx (Load Case A; y = 0°) 5 Column2 1 0.712 0.023 0.000 0.000 0.000 2.942 SERVICE Wx (Load Case A; y = 0°) 5 COLUMN3 1 1.359 -0.021 0.000 0.000 0.000 -2.706 SERVICE Wx (Load Case A; y = 0°) 5 COLUMN4 1 1.359 -0.021 0.000 0.000 0.000 -2.706 SERVICE Wx (Load Case A; y = 0°) 6 Column1 1 -0.469 -0.018 0.000 0.000 0.000 -2.280 SERVICE Wx (Load Case B; y = 0°) 6 Column2 1 -0.469 -0.018 0.000 0.000 0.000 -2.280 SERVICE Wx (Load Case B; y = 0°) 6 COLUMN3 1 -1.188 0.016 0.000 0.000 0.000 2.098 SERVICE Wx (Load Case B; y = 0°) 6 COLUMN4 1 -1.188 0.016 0.000 0.000 0.000 2.098 SERVICE Wx (Load Case B; y = 0°) 7 Column1 1 1.359 0.023 0.000 0.000 0.000 2.946 SERVICE Wx (Load Case A; y = 180°) 7 Column2 1 1.359 0.023 0.000 0.000 0.000 2.946 SERVICE Wx (Load Case A; y = 180°) 7 COLUMN3 1 0.713 -0.021 0.000 0.000 0.000 -2.703 SERVICE Wx (Load Case A; y = 180°) 7 COLUMN4 1 0.713 -0.021 0.000 0.000 0.000 -2.703 SERVICE Wx (Load Case A; y = 180°) 8 Column1 1 -1.188 -0.018 0.000 0.000 0.000 -2.283 SERVICE Wx (Load Case B; y = 180°) 8 Column2 1 -1.188 -0.018 0.000 0.000 0.000 -2.283 SERVICE Wx (Load Case B; y = 180°) 8 COLUMN3 1 -0.469 0.016 0.000 0.000 0.000 2.093 SERVICE Wx (Load Case B; y = 180°) 8 COLUMN4 1 -0.469 0.016 0.000 0.000 0.000 2.093 SERVICE Wx (Load Case B; y = 180°) 9 Column1 1 -1.105 -0.024 0.000 0.000 0.000 -3.028 SERVICE Wz (Load Case A; y = 90°) 9 Column2 1 -1.105 -0.024 0.000 0.000 0.000 -3.028 SERVICE Wz (Load Case A; y = 90°) 9 COLUMN3 1 -1.105 0.021 0.000 0.000 0.000 2.781 SERVICE Wz (Load Case A; y = 90°) 9 COLUMN4 1 -1.105 0.021 0.000 0.000 0.000 2.781 SERVICE Wz (Load Case A; y = 90°) 10 Column1 1 1.105 0.025 0.000 0.000 0.000 3.144 SERVICE Wz (Load Case B; y = 90°) 10 Column2 1 1.105 0.025 0.000 0.000 0.000 3.144 SERVICE Wz (Load Case B; y = 90°) 10 COLUMN3 1 1.105 -0.022 0.000 0.000 0.000 -2.888 SERVICE Wz (Load Case B; y = 90°) 10 COLUMN4 1 1.105 -0.022 0.000 0.000 0.000 -2.888 SERVICE Wz (Load Case B; y = 90°) 11 Column1 1 0.000 -0.636 0.000 0.000 0.000 -70.147 SERVICE Ex 11 Column2 1 0.000 -0.636 0.000 0.000 0.000 -70.147 SERVICE Ex 11 COLUMN3 1 0.000 0.576 0.000 0.000 0.000 64.863 SERVICE Ex 11 COLUMN4 1 0.000 0.576 0.000 0.000 0.000 64.863 SERVICE Ex 12 Column1 1 0.000 0.000 1.106 -13.983 -129.367 0.000 SERVICE Ez 12 Column2 1 0.000 0.000 1.106 -13.983 -129.367 0.000 SERVICE Ez 12 COLUMN3 1 0.000 0.000 -1.113 13.983 135.470 0.000 SERVICE Ez 12 COLUMN4 1 0.000 0.000 -1.113 13.983 135.470 0.000 SERVICE Ez SERVICE LOAD FOUNDATION REACTION SUMMARY Refer to RISA model views for column local axis Service Loads (Unfactored) LC Description CONNECTION DESIGN www.hilti.com Hilti PROFIS Engineering 3.0.58 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2019 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: Poligon 4240 136th Avenue 6168883500 | P10683RRB_Hilti Page: Specifier: E-Mail: Date: 1 4/8/2020 Specifier's comments: 1 Input data Anchor type and diameter: Heavy Hex Head ASTM F 1554 GR. 55 3/4 Item number: not available Effective embedment depth: hef = 11.000 in. Material: ASTM F 1554 Proof: Design Method ACI 318-14 / CIP Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.750 in. Anchor plateR : lx x ly x t = 12.000 in. x 12.000 in. x 0.750 in.; (Recommended plate thickness: not calculated) Profile: Square HSS (AISC), HSS6X6X.1875; (L x W x T) = 6.000 in. x 6.000 in. x 0.188 in. Base material: cracked concrete, , fc' = 4,500 psi; h = 18.000 in. Reinforcement: tension: condition B, shear: condition B; edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [kip, in.kip] www.hilti.com Hilti PROFIS Engineering 3.0.58 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2019 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: Poligon 4240 136th Avenue 6168883500 | P10683RRB_Hilti Page: Specifier: E-Mail: Date: 2 4/8/2020 1.1 Design results Case Description Forces [kip] / Moments [in.kip]Seismic Max. Util. Anchor [%] 1 Load case: Design loads N = -2.600; Vx = 2.200; Vy = 0.000; Mx = 0.000000; My = 270.400000; Mz = 0.000000; yes 80 www.hilti.com Hilti PROFIS Engineering 3.0.58 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2019 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: Poligon 4240 136th Avenue 6168883500 | P10683RRB_Hilti Page: Specifier: E-Mail: Date: 3 4/8/2020 2 Proof I Utilization (Governing Cases) Design values [kip] Utilization Loading Proof Load Capacity bN / b V [%]Status Tension Concrete Breakout Failure 26.629 33.694 80 / -OK Shear Concrete edge failure in direction x+2.200 17.634 - / 13 OK Loading bN bV z Utilization bN,V [%]Status Combined tension and shear loads 0.790 0.125 5/3 71 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! www.hilti.com Hilti PROFIS Engineering 3.0.58 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2019 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: Poligon 4240 136th Avenue 6168883500 | P10683RRB_Hilti Page: Specifier: E-Mail: Date: 4 4/8/2020 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. strong axis Axial y Shear z Shear Torque y-y Moment z-z Moment LC Load Combination Description [k][k][k][in-kip][in-kip][in-kip]Controlling Combination 54 1.4D 1.5 0.0 0.0 0.0 0.0 0.0 55 1.2D + 0.5Lr 2.5 0.0 0.0 0.0 0.0 0.0 56 1.2D + 0.5S 2.8 0.0 0.0 0.0 0.0 0.0 57 1.2D + 0.5Su 1.7 0.0 0.0 0.0 0.0 0.0 58 1.2D + 1.6Lr + 0.5Wx (Load Case A; y = 0°) 5.7 0.0 0.0 0.0 0.0 2.7 59 1.2D + 1.6Lr + 0.5Wx (Load Case B; y = 0°) 4.8 0.0 0.0 0.0 0.0 -2.1 60 1.2D + 1.6Lr + 0.5Wx (Load Case A; y = 180°) 6.3 0.0 0.0 0.0 0.0 2.7 61 1.2D + 1.6Lr + 0.5Wx (Load Case B; y = 180°) 4.2 0.0 0.0 0.0 0.0 -2.1 62 1.2D + 1.6Lr + 0.5Wx (Minimum)5.2 1.1 0.0 0.0 0.0 142.1 63 1.2D + 1.6S + 0.5Wx (Load Case A; y = 0°)6.7 0.0 0.0 0.0 0.0 2.7 64 1.2D + 1.6S + 0.5Wx (Load Case B; y = 0°)5.8 0.0 0.0 0.0 0.0 -2.1 65 1.2D + 1.6S + 0.5Wx (Load Case A; y = 180°) 7.3 0.0 0.0 0.0 0.0 2.7 66 1.2D + 1.6S + 0.5Wx (Load Case B; y = 180°)5.2 0.0 0.0 0.0 0.0 -2.1 67 1.2D + 1.6S + 0.5Wx (Minimum)6.2 1.1 0.0 0.0 0.0 144.8 68 1.2D + 1.0Wx (Load Case A; y = 0°) + 0.5Lr 3.7 0.0 0.0 0.0 0.0 5.2 69 1.2D + 1.0Wx (Load Case B; y = 0°) + 0.5Lr 1.7 0.0 0.0 0.0 0.0 -3.9 70 1.2D + 1.0Wx (Load Case A; y = 180°) + 0.5Lr 4.8 0.0 0.0 0.0 0.0 5.2 71 1.2D + 1.0Wx (Load Case B; y = 180°) + 0.5Lr 0.5 0.0 0.0 0.0 0.0 -3.9 72 1.2D + 1.0Wx (Minimum) + 0.5Lr 2.5 2.1 0.0 0.0 0.0 270.6 73 1.2D + 1.0Wx (Load Case A; y = 0°) + 0.5S 4.0 0.0 0.0 0.0 0.0 5.2 74 1.2D + 1.0Wx (Load Case B; y = 0°) + 0.5S 2.0 0.0 0.0 0.0 0.0 -3.9 75 1.2D + 1.0Wx (Load Case A; y = 180°) + 0.5S 5.1 0.0 0.0 0.0 0.0 5.2 76 1.2D + 1.0Wx (Load Case B; y = 180°) + 0.5S 0.8 0.0 0.0 0.0 0.0 -3.9 77 1.2D + 1.0Wx (Minimum) + 0.5S 2.8 2.2 0.0 0.0 0.0 272.2 X 78 0.9D + 1.0Wx (Load Case A; y = 0°)2.1 0.0 0.0 0.0 0.0 5.0 79 0.9D + 1.0Wx (Load Case B; y = 0°)0.2 0.0 0.0 0.0 0.0 -3.8 80 0.9D + 1.0Wx (Load Case A; y = 180°)3.2 0.0 0.0 0.0 0.0 5.1 81 0.9D + 1.0Wx (Load Case B; y = 180°)-1.0 0.0 0.0 0.0 0.0 -3.8 82 0.9D + 1.0Wx (Minimum)1.0 2.1 0.0 0.0 0.0 263.6 83 1.2D + 1.6Lr + 0.5Wz (Load Case A; y = 90°) 4.2 0.0 0.0 0.0 0.0 -2.8 84 1.2D + 1.6Lr + 0.5Wz (Load Case B; y = 90°) 6.1 0.0 0.0 0.0 0.0 2.9 85 1.2D + 1.6Lr + 0.5Wz (Minimum)5.1 0.0 0.2 -1.6 -17.4 0.0 86 1.2D + 1.6S + 0.5Wz (Load Case A; y = 90°) 5.2 0.0 0.0 0.0 0.0 -2.8 87 1.2D + 1.6S + 0.5Wz (Load Case B; y = 90°) 7.1 0.0 0.0 0.0 0.0 2.9 88 1.2D + 1.6S + 0.5Wz (Minimum)6.2 0.0 0.1 -1.0 -11.1 0.0 89 1.2D + 1.0Wz (Load Case A; y = 90°) + 0.5Lr 0.6 0.0 0.0 0.0 0.0 -5.2 90 1.2D + 1.0Wz (Load Case B; y = 90°) + 0.5Lr 4.3 0.0 0.0 0.0 0.0 5.5 91 1.2D + 1.0Wx (Minimum) + 0.5Lr 2.5 2.1 0.0 0.0 0.0 270.6 92 1.2D + 1.0Wz (Load Case A; y = 90°) + 0.5S 1.0 0.0 0.0 0.0 0.0 -5.2 93 1.2D + 1.0Wz (Load Case B; y = 90°) + 0.5S 4.6 0.0 0.0 0.0 0.0 5.6 94 1.2D + 1.0Wz (Minimum) + 0.5S 2.8 0.0 0.2 -2.0 -20.9 0.0 95 0.9D + 1.0Wz (Load Case A; y = 90°)-0.9 0.0 0.0 0.0 0.0 -5.1 96 0.9D + 1.0Wz (Load Case B; y = 90°)2.8 0.0 0.0 0.0 0.0 5.4 97 0.9D + 1.0Wz (Minimum)1.0 0.0 0.2 -2.0 -20.4 0.0 98 (1.2+0.2*Sds)D + 1.0Ex + 0.2S 2.1 -0.7 0.0 0.0 0.0 -72.5 99 (0.9-0.2*Sds)D + 1.0Ex 0.7 -0.6 0.0 0.0 0.0 -71.0 100 (1.2+0.2*Sds)D + 1.0Ez + 0.2S 2.1 0.0 1.1 -14.0 -133.6 0.0 101 (0.9-0.2*Sds)D + 1.0Ez 0.7 0.0 1.1 -14.0 -130.8 0.0 HILTI PROFIS INPUT Tensile Force -2.8 kip - uplift is positive Shear (x)2.2 kip Shear (y)0.0 kip Torsional Moment (z-axis)0.0 in-kip Bending moment (x-axis)0.0 in-kip Bending moment (y-axis)272.2 in-kip Controlling Column:Column1 STRENGTH DESIGN FOUNDATION REACTIONS Strength Design Reactions (Factored) 12"12"Z X 1 2 3 4 Plain Base Plate Connection Base Plate Thickness Base Plate Fy Bearing Surface Fp Anchor Bolt Diameter Anchor Bolt Material Anchor Bolt Fu Column Shape  Steel Code Concrete Code : .75 in : 36. ksi : 3.312 ksi : .75 in : F1554-55 : 75. ksi : HSS6x6x3 : AISC 14th:ASD : ACI 318-11 Base Plate Calculations Bearing Pressure Maximum Bearing Max/Allowable Ratio 1.166 (ksi) 0. 1.166 ksi .352 ASCE 5 (b) (ABIF = 1.000) Base Plate Stress Maximum Stress Max/Allowable Ratio 20.871 (ksi) .001 20.871 ksi .644 ASCE 5 (b) (ASIF = 1.000) Anchor Bolts Bolt X (in) Z (in) Tens.(k) Vx (k) Vz (k) Fnt (ksi) ft (ksi) Fnv (ksi) fv (ksi) Unity Combination 1 4.5 4.5 2.095 0. -.105 N.A. N.A. N.A. N.A. N.A. ASCE 8 (13) 2 -4.5 4.5 4.52 .192 0. N.A. N.A. N.A. N.A. N.A. ASCE 8 (14) 3 4.5 -4.5 .09 .192 0. N.A. N.A. N.A. N.A. N.A. ASCE 8 (14) 4 -4.5 -4.5 4.52 .192 0. N.A. N.A. N.A. N.A. N.A. ASCE 8 (14) Note: Fnt and Fnv shown above include phi factors. Loads P (k) Vx (k) Vz (k) Mx (k-in) Mz (k-in) DL LL WL EL OL1 OL2 1.1 3.1 1.4 -2.7 .6 64.9 .7 -2.7 -1.1 135.5 Bolt Check: (2) 0.625'' Diameter, A325 Bolts 1 Shear RN/Ω 8.3 kip 5.2 kip OK 2 Tension RN/Ω 13.8 kip 0.3 kip OK 3 Bearing RN/Ω 20.4 kip 5.2 kip OK End Plate Check: 0.375'' Thick 4 Shear Yielding RN/Ω 32.4 kip 1.3 kip OK 5 Shear Rupture RN/Ω 30.2 kip 1.3 kip OK 6 Weld Check w = 0.1875"RN/Ω 2.8 kip/in 0.2 kip/in OK Geometry Check: 8 Minimum Bolt Spacing 1.7 in 2.0 in ok Fx (Axial) Fy Fz Mx My Mz [k] [k] [k] [k-in] [k-in] [k-in] 1 1.0 0.0 -0.7 9.8 0.0 0.0 2 -0.6 0.0 0.0 0.0 0.0 0.0 3 1.0 0.0 -0.7 9.8 0.0 0.0 4 0.9 1.3 0.0 0.0 0.0 0.0 5 0.9 1.3 0.0 0.0 0.0 0.0 6 1.0 0.0 -0.7 9.8 0.0 0.0 7 -0.6 0.0 0.0 0.0 0.0 0.0 x = 3 in 12 0.25 3 in HSS6X6X0.1875 Lp= 6.00 in 2 in 3 in θ =1.19˚Wp = 6 in Connection Elevation End Plate Elevation End Plate Section Member Height (in):Number of Bolts: Member Width (in):Bolt Diameter (in): Member Thickness (in):End Plate Thickness (in): End Plate Weld Size (in):Flange Plate Thickness (in): FLYOVER TRUSS - 2 BOLTS ₰OK 6 0.625 0.188 0.375 0.188 0.375 2 in 2 in 6 2 30 COLUMN3 22 Column1 22 Column1 47 COLUMN3 30 COLUMN3 47 COLUMN3 Check Load Combination Member 47 COLUMN3 AISC J3.3 Design Forces / Moments OK Allowable Actual AISC (J2-3)47 / COLUMN3 7 Plate Thickness (tP)0.09 in 0.38 in 30 / COLUMN3 AISC (J4-3)22 / Column1 AISC (J4-4)22 / Column1 Allowable Actual Load Combination / Member AISC (J3-6b)47 / COLUMN3 Allowable Actual Load Combination / Member AISC (J3-1)47 / COLUMN3 2 BOLTS FLYOVER TRUSS AISC (J3-1)30 / COLUMN3 Mz, pl Fx, pl Ftb Fbb x P PL W M 22 4 θ Top Flange Checks: (3) 12-24 Screws 1 Shear (3 of the screws)2420 lb 187 lb OK 2 Tension (none of the screws)0 lb 0 lb OK 3 Shear Yielding (plate)RN/Ω 15494 lb 187 lb OK 4 Shear Rupture (plate)RN/Ω 16967 lb 187 lb OK Side Flange Checks: (3) 12-24 Screws 5 Shear (3 of the screws)2420 lb 1745 lb OK 6 Tension (none of the screws)0 lb 0 lb OK 7 Shear Yielding (plate)RN/Ω 11621 lb 1745 lb OK 8 Shear Rupture (plate)RN/Ω 12287 lb 1745 lb OK Weld Check: 0.125" Fillet Weld 9 Weld Check RN/Ω 1.94 kip/in 0.07 kip/in OK Fx (Axial) Fy Fz Mx My Mz [k] [k] [k] [k-in] [k-in] [k-in] 1 0.2 0.3 0.0 0.0 0.0 0.0 2 n/a n/a n/a n/a n/a n/a 3 0.2 0.3 0.0 0.0 0.0 0.0 4 0.2 0.3 0.0 0.0 0.0 0.0 5 0.0 1.7 0.0 0.0 0.0 0.0 6 n/a n/a n/a n/a n/a n/a 7 0.0 1.7 0.0 0.0 0.0 0.0 8 0.0 1.7 0.0 0.0 0.0 0.0 9 0.0 1.7 0.0 0.0 0.0 0.0 90˚ x = 3/4" * Purlin on opposite side of truss not shown for clarity * Screw quantity in sketches above may not reflect actual requirements Plan View Connection Elevation End Plate Elevation Member Height (in):Sheet Metal Thickness:0.1345 in Member Width (in):Screw Size:# 1P2905 Member Thickness (in):Screw Quantity (Top): End Plate Weld Size (in):Screw Quantity (Side): EAVE / PURLIN CONNECTION AT TRUSS - ONE-SIDED ₰OK ONE-SIDED Allowable Actual AISC (J4-3) AISC (J4-4)47 / Purlin1 17 / Purlin3 17 / Purlin3 Load Combination / Member 47 / Purlin1 n/a 47 / Purlin1 EAVE / PURLIN CONNECTION AT TRUSS n/a AISC (J4-3)17 / Purlin3 AISC (J4-4) Allowable Actual Load Combination / Member Allowable Actual 17 / Purlin3 Load Combination / Member Design Forces / Moments Check Load Combination Member AISC (J2-3) 47 Purlin1 17 Purlin3 47 Purlin1 n/a n/a 47 Purlin1 n/a n/a 17 Purlin3 0.188 3 1/8 3 17 17 Purlin3 Purlin3 6 10 gage 6 12-24XX EQ EQ X 1-7/8"XMINXEQEQ2" RISA ANALYSIS REPORT Company :Designer :Job Number :Checked By:_____Model Name :Basic Load CasesBLC DescriptionCategory X Gravity Y Gravity Z Gravity Joint Point DistributedArea(Me...Surface(...1FRAMEWEIGHTDL-12DLDL13LLLL14SLSL15SLUSL16UPPER SURFACEWL37LOWER SURFACEWL38NAWL9NAWL10NAWL11NAWL12X10MINWINDWL113NAWL14NAWL15SIDE WINDWL316NAWL17NAWL18NAWL19Z10MINWINDWL120EX FRAMEEL-121EX ROOFEL122EZ FRAMEEL-123EZ ROOFEL124BLC 2 Transient Area LoadsNone625BLC 3 Transient Area LoadsNone626BLC 4 Transient Area LoadsNone627BLC 5 Transient Area LoadsNone328BLC 6 Transient Area LoadsNone629BLC 7 Transient Area LoadsNone630BLC 12 Transient Area LoadsNone631BLC 15 Transient Area LoadsNone1232BLC 19 Transient Area LoadsNone633BLC 21 Transient Area LoadsNone634BLC 23 Transient Area LoadsNone6Load CombinationsDescriptionSolve PD...S... B...Fa...B...Fa...B...Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...1SERVICE D11222SERVICE Lr3203SERVICE S425.24SERVICE Su5305SERVICE Wx (Load Case A;...613....73.4...6SERVICE Wx (Load Case B;...6-12...7-1....7SERVICE Wx (Load Case A;...63.4...713....8SERVICE Wx (Load Case B;...6-1....7-12...9SERVICE Wz (Load Case A;...15-9....10SERVICE Wz (Load Case B;...159.1...11SERVICE Ex201.04212.0812SERVICE Ez221.04232.081314DYesYL1115D + LrYesYL11L2116D + SYesYL11L3117D + SuYesYL11L41RISA-3D Version 17.0.4 Page 1 [C:\...\...\...\...\P10683RRB_MSL22X22MR_2_20_30_110_IBC15_D_A.r3d] Company :Designer :Job Number :Checked By:_____Model Name :Load Combinations (Continued)DescriptionSolve PD...S... B...Fa...B...Fa...B...Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...18D + 0.6Wx (Load Case A; y =...YesYL11L5119D + 0.6Wx (Load Case B; y =...YesYL11L6120D + 0.6Wx (Load Case A; y =...YesYL11L7121D + 0.6Wx (Load Case B; y =...YesYL11L8122D + 0.6Wx (Minmum)YesYL11129.623D + 0.75(0.6Wx (Load Case ...YesYL11L5.75L2.7524D + 0.75(0.6Wx (Load Case ...YesYL11L7.75L2.7525D + 0.75(0.6Wx (Minimum)) ...YesYL11127.2L2.7526D + 0.75(0.6Wx (Load Case ...YesYL11L5.75L3.7527D + 0.75(0.6Wx (Load Case ...YesYL11L7.75L3.7528D + 0.75(0.6Wx (Minimum)) ...YesYL11127.2L3.75290.6D + 0.6Wx (Load Case A;...YesYL1.6L51300.6D + 0.6Wx (Load Case B;...YesYL1.6L61310.6D + 0.6Wx (Load Case A;...YesYL1.6L71320.6D + 0.6Wx (Load Case B;...YesYL1.6L81330.6D + 0.6Wx (Minimum)YesYL1.6129.634D + 0.6Wz (Load Case A; y =...YesYL11L9135D + 0.6Wz (Load Case B; y =...YesYL11L10136D + 0.6Wz (Minmum)YesYL11199.637D + 0.75(0.6Wz (Load Case ...YesYL11L10.75L2.7538D + 0.75(0.6Wz (Minimum)) ...YesYL11197.2L2.7539D + 0.75(0.6Wz (Load Case ...YesYL11L10.75L3.7540D + 0.75(0.6Wz (Minimum)) ...YesYL11197.2L3.75410.6D + 0.6Wz (Load Case A;...YesYL1.6L91420.6D + 0.6Wz (Load Case B;...YesYL1.6101430.6D + 0.6Wz (Minimum)YesYL1.6199.644(1.0+0.14*Sds)D+ 0.7ExYesYL11.14L11.745(1.0+0.105*Sds)D + 0.525Ex ...YesYL11.1...L11.525L3.7546(0.6-0.14*Sds)D + 0.7ExYesYL1.46L11.747(1.0+0.14*Sds)D + 0.7EzYesYL11.14L12.748(1.0+0.105*Sds)D + 0.525Ez ...YesYL11.1...L12.525L3.7549(0.6-0.14*Sds)D + 0.7EzYesYL1.46L12.750515253541.4DL11.4551.2D + 0.5LrL11.2L2.5561.2D + 0.5SL11.2L3.5571.2D + 0.5SuL11.2L4.5581.2D + 1.6Lr + 0.5Wx (Load ...L11.2L21.6L5.833591.2D + 1.6Lr + 0.5Wx (Load ...L11.2L21.6L6.833601.2D + 1.6Lr + 0.5Wx (Load ...L11.2L21.6L7.833611.2D + 1.6Lr + 0.5Wx (Load ...L11.2L21.6L8.833621.2D + 1.6Lr + 0.5Wx (Minim...L11.2L21.6128631.2D + 1.6S + 0.5Wx (Load ...L11.2L31.6L5.833641.2D + 1.6S + 0.5Wx (Load ...L11.2L31.6L6.833651.2D + 1.6S + 0.5Wx (Load ...L11.2L31.6L7.833661.2D + 1.6S + 0.5Wx (Load ...L11.2L31.6L8.833671.2D + 1.6S + 0.5Wx (Minim...L11.2L31.6128681.2D + 1.0Wx (Load Case A;...L11.2L51.6...L2.5691.2D + 1.0Wx (Load Case B;...L11.2L61.6...L2.5701.2D + 1.0Wx (Load Case A;...L11.2L71.6...L2.5711.2D + 1.0Wx (Load Case B;...L11.2L81.6...L2.5721.2D + 1.0Wx (Minimum) + 0...L11.21216L2.5731.2D + 1.0Wx (Load Case A;...L11.2L51.6...L3.5741.2D + 1.0Wx (Load Case B;...L11.2L61.6...L3.5RISA-3D Version 17.0.4 Page 2 [C:\...\...\...\...\P10683RRB_MSL22X22MR_2_20_30_110_IBC15_D_A.r3d] Company :Designer :Job Number :Checked By:_____Model Name :Load Combinations (Continued)DescriptionSolve PD...S... B...Fa...B...Fa...B...Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...751.2D + 1.0Wx (Load Case A;...L11.2L71.6...L3.5761.2D + 1.0Wx (Load Case B;...L11.2L81.6...L3.5771.2D + 1.0Wx (Minimum) + 0...L11.21216L3.5780.9D + 1.0Wx (Load Case A;...L1.9L51.6...790.9D + 1.0Wx (Load Case B;...L1.9L61.6...800.9D + 1.0Wx (Load Case A;...L1.9L71.6...810.9D + 1.0Wx (Load Case B;...L1.9L81.6...820.9D + 1.0Wx (Minimum)L1.91216831.2D + 1.6Lr + 0.5Wz (Load ...L11.2L21.6L9.833841.2D + 1.6Lr + 0.5Wz (Load ...L11.2L21.6L10.833851.2D + 1.6Lr + 0.5Wz (Minim...L11.2L21.61912.8861.2D + 1.6S + 0.5Wz (Load ...L11.2L31.6L9.833871.2D + 1.6S + 0.5Wz (Load ...L11.2L31.6L10.833881.2D + 1.6S + 0.5Wz (Minim...L11.2L31.6198891.2D + 1.0Wz (Load Case A;...L11.2L91.6...L2.5901.2D + 1.0Wz (Load Case B;...L11.2L101.6...L2.5911.2D + 1.0Wx (Minimum) + 0...L11.21216L2.5921.2D + 1.0Wz (Load Case A;...L11.2L91.6...L3.5931.2D + 1.0Wz (Load Case B;...L11.2L101.6...L3.5941.2D + 1.0Wz (Minimum) + 0...L11.21916L3.5950.9D + 1.0Wz (Load Case A;...L1.9L91.6...960.9D + 1.0Wz (Load Case B;...L1.9L101.6...970.9D + 1.0Wz (Minimum)L1.9191698(1.2+0.2*Sds)D + 1.0Ex + 0.2SL11.4L111L3.299(0.9-0.2*Sds)D + 1.0ExL1.7L111100(1.2+0.2*Sds)D + 1.0Ez + 0.2SL11.4L121L3.2101(0.9-0.2*Sds)D + 1.0EzL1.7L121102103104SERVICE Emx201212105SERVICE Emz221232106107(1.0+0.14*Sds)D + 0.7EmxL11.14L....7108(1.0+0.105*Sds)D + 0.525E...L11.1...L....525L3.75109(0.6-0.14*Sds)D + 0.7EmxL1.46L....7110(1.0+0.14*Sds)D + 0.7EmzL11.14L....7111(1.0+0.105*Sds)D + 0.525E...L11.1...L....525L3.75112(0.6-0.14*Sds)D + 0.7EmzL1.46L....7113114115116(1.2+0.2*Sds)D + 1.0Emx + ...L11.4L...1L3.2117(0.9-0.2*Sds)D + 1.0EmxL1.7L...1118(1.2+0.2*Sds)D + 1.0Emz + ...L11.4L...1L3.2119(0.9-0.2*Sds)D + 1.0EmzL1.7L...1120121122123124125126127128129130131RISA-3D Version 17.0.4 Page 3 [C:\...\...\...\...\P10683RRB_MSL22X22MR_2_20_30_110_IBC15_D_A.r3d] Company :Designer :Job Number :Checked By:_____Model Name :Load Combinations (Continued)DescriptionSolve PD...S... B...Fa...B...Fa...B...Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...B... Fa...132133134135136Joint Boundary ConditionsJoint LabelX [k/in]Y [k/in]Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]1N2ReactionReactionReactionReactionReactionReaction2N1ReactionReactionReactionReactionReactionReaction3N4ReactionReactionReactionReactionReactionReaction4N3ReactionReactionReactionReactionReactionReactionHot Rolled Steel Section SetsLabel Shape Type Design ... MaterialDesign Rules A [in2] Iyy [in4] Izz [in4] J [in4]1ColumnHSS6X6X3ColumnTUBEA500 Gr.46Typical3.9822.322.3352TrussHSS8X6X3BeamTUBEA500 Gr.46Typical4.6728.243.753.73EaveHSS6X6X3BeamTUBEA500 Gr.46Typical3.9822.322.3354PurlinHSS6X6X3BeamTUBEA500 Gr.46Typical3.9822.322.335Member Primary DataLabel I Joint J Joint K Joint Rotate(... Section/Shape Type Design List Material Design ...1Column1N1N5ColumnColumnTUBEA500 Gr.46Typical2Column2N2N6ColumnColumnTUBEA500 Gr.46Typical3COLUMN3N3N7180ColumnColumnTUBEA500 Gr.46Typical4COLUMN4N4N8180ColumnColumnTUBEA500 Gr.46Typical5Truss1N5N7TrussBeamTUBEA500 Gr.46Typical6Truss2N6N8TrussBeamTUBEA500 Gr.46Typical7Eave1N5N61.193EaveBeamTUBEA500 Gr.46Typical8Eave2N7N81.193EaveBeamTUBEA500 Gr.46Typical9Purlin1N9N131.193PurlinBeamTUBEA500 Gr.46Typical10Purlin2N10N141.193PurlinBeamTUBEA500 Gr.46Typical11Purlin3N11N151.193PurlinBeamTUBEA500 Gr.46Typical12Purlin4N12N161.193PurlinBeamTUBEA500 Gr.46TypicalMember Advanced DataLabel I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic...1Column1BenPINYes** NA **None2Column2BenPINYes** NA **None3COLUMN3BenPINYes** NA **None4COLUMN4BenPINYes** NA **None5Truss1YesNone6Truss2YesNone7Eave1AllPINBenPINYesNone8Eave2AllPINBenPINYesNone9Purlin1AllPINBenPINYesNone10Purlin2AllPINBenPINYesNone11Purlin3AllPINBenPINYesNone12Purlin4AllPINBenPINYesNoneRISA-3D Version 17.0.4 Page 4 [C:\...\...\...\...\P10683RRB_MSL22X22MR_2_20_30_110_IBC15_D_A.r3d] Company :Designer :Job Number :Checked By:_____Model Name :Hot Rolled Steel Design ParametersLabel Shape Lengt... Lbyy[ft] Lbzz[ft] Lcomp top[ft] Lcomp b...L-tor... Kyy Kzz Cb Function1Column1Column10.522Lateral2Column2Column10.522Lateral3COLUMN3Column10.95822Lateral4COLUMN4Column10.95822Lateral5Truss1Truss22.005Segment.65.65Lateral6Truss2Truss22.005Segment.65.65Lateral7Eave1Eave2211Lateral8Eave2Eave2211Lateral9Purlin1Purlin2211Lateral10Purlin2Purlin2211Lateral11Purlin3Purlin2211Lateral12Purlin4Purlin2211LateralHot Rolled Steel PropertiesLabel E [ksi] G [ksi] Nu Therm (/... Density[lb/ft^3] Yield[ksi] Ry Fu[ksi] Rt1A36 Gr.362900011154.3.65490361.5581.22A572 Gr.502900011154.3.65490501.1581.23A9922900011154.3.65490501.1581.24A500 Gr.422900011154.3.65527421.3581.15A500 Gr.462900011154.3.65527461.2581.16A53 Gr. B2900011154.3.65527351.5581.2Envelope AISC 14th(360-10): ASD Steel Code ChecksMember ShapeCode CheckLo......Sh... Lo.........Pnc/...Pnt/... Mny... Mnz... ... Eqn1Colum...HSS6X....7240....0750z...51.1...109....222....222.......H1-...2Colum...HSS6X....7240....0750z...51.1...109....222....222.......H1-...3COLU...HSS6X....6670....0750z...47.7...109....222....222.......H1-...4COLU...HSS6X....6670....0750z...47.7...109....222....222.......H1-...5Truss1HSS8X....7638........0770y...98.1...128....237....330.......H1-...6Truss2HSS8X....7638........0770y...98.1...128....237....330.......H1-...7Eave1HSS6X....27610.......0290y...47.4...109....222....222.......H1-...8Eave2HSS6X....28410.......0300y...47.4...109....222....222.......H1-...9Purlin1HSS6X....50310.......0530y...47.4...109....222....222.......H1-...10Purlin2HSS6X....50310.......0530y...47.4...109....222....222.......H1-...11Purlin3HSS6X....51810.......0540y...47.4...109....222....222.......H1-...12Purlin4HSS6X....51810.......0540y...47.4...109....222....222.......H1-...Material TakeoffMaterialSizePiecesLength[ft]Weight[LB]1Hot Rolled Steel2A500 Gr.46HSS6X6X310174.92547.7823A500 Gr.46HSS8X6X3244752.1634Total HR Steel12218.93299.945RISA-3D Version 17.0.4 Page 5 [C:\...\...\...\...\P10683RRB_MSL22X22MR_2_20_30_110_IBC15_D_A.r3d] PANEL DATA 1. Section properties are calculated in accordance with the 2001 AISI North American Specification for the Design of Cold-Formed Steel Structural Members. 2. Va is the allowable shear. 3. Pa is the allowable load for web crippling on end & interior supports. 4. Ix is for deflection determination. 5. Se is for bending. 6. Ma is the allowable bending moment. 7. All values are for one foot of panel width. Notes: 1. Allowable uniform loads are based upon equal span lengths. 2. Positive Wind is wind pressure and is NOT increased by 33 1/3 %. 3. Negative Wind is wind suction or uplift and is NOT increased by 33 1/3%. 4. Live is the allowable live or snow load. 5. Deflection (L/180) is the allowable load that limits the panel's deflection to L/180 while under positive or live load. 6. Deflection (L/240) is the allowable load that limits the panel's deflection to L/240 while under positive or live load. 7. The weight of the panel has NOT been deducted from the allowable loads. 8. Positive Wind, Negative Wind, and Live Load values are limited to combined shear & bending using Eq. C3.3.1-1 of the AISI Specification. 9. Positive Wind and Live Load values are limited by web crippling using a bearing length of 2". 10. Web crippling values are determined using a ratio of the uniform load actually supported by the top flanges of the section. 11. Load Tables are limited to a maximum allowable load of 500 psf. Bare Galvalume & Painted Galvalume Va kip/ft. 0.052 1.723320.824 1.1050.0 GAUGE WEIGHT (PSF) Ma kip-in./ft. 1.4830.773 0.0495 Pa_end lbs/ft. Pa_int lbs/ft. Ix (in.4/ft.) Se (in.3/ft.) Ma kip-in./ft. 78 11 9 0.031 Span in Feet BOTTOM IN COMPRESSIONTOP IN COMPRESSIONSECTION PROPERTIES 17 Allowable Uniform Loads (PSF) 287 183 127 93 1043 32 25 19 17 1443 33 348 71 15 12 26 21 56 45 37 31 201 127 59 113 79 85 465 269 169 71 53 122 91 150 106 58 60 69 60 55 45 81 52 75 106 1437 31 27 23 1620 20 27 2343 36 31 15 18 173 15 27 23 20 14 Negative Wind 487 296 197 140 104 64 70 17 4 Span Positive Wind 438 262 Deflection (L/180) 500 500 Live 438 262 Deflection (L/240) 500 500 8 173 10 55 45 37 31 56 4180 730 23 18 14 12 31 24 19 16 9 Deflection (L/240) 500 500 328 190 16 15 Deflection (L/180) 500 500 438 13 1154 41 40 33 28 24 21 19 17 Live 462 278 184 130 97 59 48 28 25 22 1956 46 39 33 16 15 Negative Wind 500 313 209 149 111 68 28 24 21 1959 48 40 33 10 8 3 Span Positive Wind 462 278 184 130 97 23 15 1271 52 39 30 14 11 Deflection (L/240) 500 500 419 242 152 40 19 31 25 20 1520 17 17 13 12 500 323 203 95 69 52 27 23 14 Live 387 150 106 78 48 39 32 23 20 17 1545 37 31 26 13 12 Negative Wind 434 260 172 121 90 55 23 20 17 1548 39 32 2778 70 253 159 122 91 119 54 2 Span Positive Wind 387 229 Deflection (L/180) 500 500 229 20 15 12 9 8 6 6 Deflection (L/240) 500 426 218 126 79 37 27 13 10 8 736 27 21 16290 168 106 49 75 136 102 75 86 1339 20 17 15 14 2361 27 23 12 Live 500 20 17 15158 109 80 48 32 27 8.507.50 8.00 141520 17 9.007.00 45 37 31 23 6.00 27 Single Positive Wind 500 287 Negative Wind 439 247 Deflection (L/180) 500 500 6.504.50 5.00 5.504.00 5671 FY (KSI) Ix (in.4/ft.) 0.0575189.7 183 127 93 Se (in.3/ft.) Multi-Rib 2.50 3.00 3.50Span Type Load Type 1.50 2.00 6/10/2013