HomeMy WebLinkAbout4518 INNOVATION DR WIRELESS TELECOMMUNICATIONS - FDP220006 - SUBMITTAL DOCUMENTS - ROUND 1 - ARCHITECTURAL DETAILST-1PROJECT INFORMATIONPSWJWREV DATE DESCRIPTION BYA3-7-22PRELIMINARYPSWB3-14-22PRELIMINARY PSW0 3-14-22FINALPSWSHEET TITLECHECKED BY:DRAWN BY:DESIGNED BY:SHEET NUMBERA&E CONSULTING FIRM & SITE ACQUISITIONConstruction - Project Management - Site Development1426 N. MARVIN STREET #101GILBERT, AZ 85233TOWER OWNER:MANUFACTURER:1501 S. EUCLID AVE. TUCSON, AZ 85713PHONE: (520) 294-3900FAX: (520) 741-3488750 Park of Commerce DriveBoca Raton, Florida 33487Phone (561) 948-6367CONTACT INFORMATIONSHEET INDEXT-1 PROJECT INFORMATIONGN-1 NOTES & SPECIFICATIONSS-1 ELEVATIONS-2.0 BASEPLATE & FLANGE PLATE DETAILSS-2.1 BRANCH & PORT DETAILSS-3.0 BRANCH LAYOUTS-3.1 BRANCH LAYOUT - CONT'DS-4 FOUNDATIONPROJECT DATAJRLENGINEERING FIRM:PINNACLE CONSULTING, INC.1426 N. MARVIN STREET #101GILBERT, AZ 85233ENGINEER: JOHN WEAVER, PEPHONE: [480] 664-9588ALTHOUGH RARE, VIBRATIONS SEVERE ENOUGH TO CAUSE DAMAGECAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES.BECAUSE THEY ARE INFLUENCED BY MANY INTERACTINGVARIABLES, VIBRATIONS ARE GENERALLY UNPREDICTABLE. THEUSER'S MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATIONFOR EXCESSIVE VIBRATION AND EXAMINATION FOR ANYSTRUCTURAL DAMAGE OR BOLT LOOSENING. THE VALMONTWARRANTY SPECIFICALLY EXCLUDES FATIGUE FAILURE OR SIMILARPHENOMENA RESULTING FROM INDUCED VIBRATION, HARMONICOSCILLATION OR RESONANCE ASSOCIATED WITH MOVEMENT OFAIR CURRENTS AROUND THE PRODUCT.LARIMER COUNTY4518 INNOVATION DR.FORT COLLINS, CO 8052585'-0" TALL MONOPINE544732CLIENT:LARSON - A VALMONT COMPANY1501 S. EUCLID AVE.TUCSON, AZ 85713CONTACT: MELISSA WILLIAMSPHONE: [520] 294-39004518 INNOVATION DR.FORT COLLINS, CO 80525LARIMER COUNTYJOB #: 544732SITE NAME: ROCKY MOUNTAIN ARCHERY85'-0" TALL (TOP OF STEEL)90'-0" TALL (TOP OF STRUCTURE/BRANCHES)MONOPINEROCKY MOUNTAIN ARCHERY3/14/22
GN-1NOTES &SPECIFICATIONSJWJRLPSWSHEET TITLECHECKED BY:DRAWN BY:DESIGNED BY:SHEET NUMBERA&E CONSULTING FIRM & SITE ACQUISITIONConstruction - Project Management - Site Development1426 N. MARVIN STREET #101GILBERT, AZ 85233TOWER OWNER:MANUFACTURER:1501 S. EUCLID AVE. TUCSON, AZ 85713PHONE: (520) 294-3900FAX: (520) 741-3488750 Park of Commerce DriveBoca Raton, Florida 33487Phone (561) 948-6367NOTES & SPECIFICATIONS1SPECIAL INSPECTIONS:1. STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF AFABRICATOR REGISTERED AND APPROVED AS REQUIRED BY THEBUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIALINSPECTION. ALTERNATIVELY, SPECIAL INSPECTION OF MATERIALS,WELDING, AND FABRICATION PROCEDURES SHALL BE REQUIRED FORFABRICATION BY AN UNAPPROVED FABRICATOR.2. NO FIELD WELDING SHALL BE PERMITTED3. THE FOLLOWING SPECIAL INSPECTIONS SHALL BE REQUIRED PERCHAPTER 17 OF THE BUILDING CODE:·PERIODIC SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING (WHENAPPLICABLE)·PERIODIC SPECIAL INSPECTION OF PLACEMENT OF REINFORCING STEEL·CONTINUOUS SPECIAL INSPECTION OF ANCHOR BOLTS PRIOR TO ANDDURING CONCRETE PLACEMENT·CONTINUOUS SPECIAL INSPECTION OF CONCRETE PLACEMENT·CONTINUOUS SPECIAL INSPECTION OF DRILLING OPERATIONS FOR PIERFOUNDATIONS·CONTINUOUS SPECIAL INSPECTION TO VERIFY LOCATION, PLUMBNESS,DIAMETER, AND LENGTH OF PIER FOUNDATIONS4. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK OF A MINOR NATUREOR AS WARRANTED BY CONDITIONS IN THE JURISDICTION AS APPROVEDBY THE BUILDING OFFICIAL. THUS, SPECIAL INSPECTION ITEMS ABOVEMAY BE WAIVED AS DEEMED APPROPRIATE BY THE BUILDING OFFICIAL.STRUCTURAL OBSERVATION:NO STRUCTURAL OBSERVATION IS REQUIRED.DISCLAIMERS:1. ALL STRUCTURAL COMPONENTS TO BE CONNECTED TOGETHER SHALLBE COMPLETELY FIT UP ON THE GROUND OR OTHERWISE VERIFIED FORCOMPATIBILITY PRIOR TO LIFTING ANY COMPONENT INTO PLACE.REPAIRS REQUIRED DUE TO FIT-UP OR CONNECTION COMPATIBILITYPROBLEMS AFTER PARTIAL ERECTION ARE THE FINANCIALRESPONSIBILITY OF THE CONTRACTOR.2. WHERE EFFECTIVE PROJECTED AREAS (EPA) ARE USED, IT IS THERESPONSIBILITY OF OTHERS TO VERIFY INSTALLED EQUIPMENT DOESNOT EXCEED LISTED EPA.LARIMER COUNTY4518 INNOVATION DR.FORT COLLINS, CO 8052585'-0" TALL MONOPINE544732ROCKY MOUNTAIN ARCHERYREV DATE DESCRIPTION BYA3-7-22PRELIMINARY PSWB3-14-22PRELIMINARY PSW0 3-14-22FINALPSW GENERAL DESIGN NOTES:STRUCTURAL DESIGN IS BASED ON THE 2018 EDITIONINTERNATIONAL BUILDING CODE WITH ALL APPLICABLELOCAL AMENDMENTS AND THE TIA-222-H STANDARD.DESIGN LOADS:WIND: WIND SPEED = 140 MPH (3-SEC GUST) PER THE ASCE 7-16STANDARDRISK CATEGORY / STRUCTURE CLASS: IIEXPOSURE: BTOPOGRAPHIC CATEGORY: 1CREST HEIGHT: 0 FTELEVATION: 4973.82 FT ABOVE SEA LEVELICE: NONE PER THE TIA-222-H STANDARDSEISMIC:IMPORTANCE FACTOR: 1.00RISK CATEGORY / STRUCTURE CLASS: IIMAPPED SPECTRAL RESPONSE ACCELERATIONS:SS = 0.187g, S1 = 0.055gSITE CLASS: DSPECTRAL RESPONSE COEFFICIENTS:SDS = 0.199g, SD1 = 0.088gSEISMIC DESIGN CATEGORY: BBASIC SEISMIC-FORCE-RESISTING-SYSTEM:TELECOMMUNICATION TOWER: STEEL POLESEISMIC BASE SHEAR, V: 1.65 KSEISMIC RESPONSE COEFFICIENT, Cs: 0.029RESPONSE MODIFICATION FACTOR, R: 1.5ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCESTRUCTURAL STEEL:1. POLYGONAL MONOPOLE SHAFT STEEL SHALL CONFORM w/ASTM A572 GR. 65, U.N.O.2. STEEL FOR BASEPLATES UP TO 2" THICK SHALL CONFORMW/ ASTM A572 GR. 55. STEEL FOR BASEPLATES OVER 2"THICK SHALL CONFORM W/ ASTM A572 GR. 50.3. ALL STEEL PIPE SHALL CONFORM w/ ASTM A53 GR. B (35KSI), U.N.O.4. ALL STEEL RECTANGULAR TUBES (HSS) SHALL CONFORMw/ ASTM A500 GR. B (46 KSI), U.N.O.5. REINFORCED PORT STEEL SHALL CONFORM w/ ASTM A572GR. 65, U.N.O.6. ALL OTHER STEEL SHAPES & PLATES SHALL CONFORM w/ASTM A36, U.N.O.7. ALL BOLTS FOR STEEL-TO-STEEL CONNECTIONS SHALLCONFORM w/ ASTM F3125 GR. A325, U.N.O.8. ALL ANCHOR BOLTS SHALL CONFORM w/ ASTM A615 GR. 75,U.N.O.9. ALL WELDING SHALL BE PERFORMED BY CERTIFIEDWELDERS IN ACCORDANCE w/ THE LATEST VERSION OF THEAMERICAN WELDING SOCIETY AWS D1.1. STEEL WELDSSHALL BE BY E70XX LOW HYDROGEN ELECTRODES, U.N.O.10. ALL STEEL SURFACES SHALL BE GALVANIZED INACCORDANCE w/ ASTM A123 AND ASTM F2329 STANDARDS.11. ALL BOLTED CONNECTIONS SHALL BE TIGHTENED PER THE"TURN-OF-NUT" METHOD AS DEFINED BY AISC.BASE DESIGN REACTIONS:MOMENT, M = 6907 K-FT (1.0 WIND)SHEAR, V = 107.4 K (1.0 WIND)AXIAL, P = 67.6 K (1.2 DEAD)3/14/22
SHEET TITLECHECKED BY:DRAWN BY:DESIGNED BY:SHEET NUMBERA&E CONSULTING FIRM & SITE ACQUISITIONConstruction - Project Management - Site Development1426 N. MARVIN STREET #101GILBERT, AZ 85233TOWER OWNER:MANUFACTURER:1501 S. EUCLID AVE. TUCSON, AZ 85713PHONE: (520) 294-3900FAX: (520) 741-3488750 Park of Commerce DriveBoca Raton, Florida 33487Phone (561) 948-6367S-1ELEVATIONJWPSWJRLSCALE:NTSSCALE:NTSAPPURTENANCES1POLE SECTIONS2ELEVATIONS4TOP CAPPORTS (TYP.)BASE PLATEFOUNDATIONSTEP BOLTS &SAFETY CLIMBAPPURTENANCELOADING1S-1NOTE: BRANCHES, ANTENNAS, PORTS ANDPOLE ARE SHOWN FOR ILLUSTRATIVEPURPOSES ONLY.3S-2.02S-2.11S-2.0BOTTOM SECTION OFPOLE2S-1TOP SECTION OFPOLE2S-1BRANCH RECEIVERS1S-2.14S-4FINISH INSTRUCTION: PAINTFULL LENGTH OF POLEBOTTOM OF BRANCHESELEVATION 15'-0" A.G.LTOP OF BRANCHESELEVATION 90'-0" A.G.LCENTERLINE OF FUTURE ANTENNASELEVATION 80'-0" A.G.LTOP OF STEELELEVATION 85'-0" A.G.LCENTERLINE OF FUTURE ANTENNASELEVATION 70'-0" A.G.LCENTERLINE OF PORTELEVATION 6'-0" A.G.LFINISHED GRADEELEVATION 0'-0" A.G.LFINISHED GRADEELEVATION 0'-0" A.G.LSCALE:NTSCENTERLINE OF PORTELEVATION 78'-0" A.G.LCENTERLINE OF PORTELEVATION 68'-0" A.G.LSCALE:NTSPOLE SPLICE DETAIL3S-1POLE SPLICE DETAILS3LARIMER COUNTY4518 INNOVATION DR.FORT COLLINS, CO 8052585'-0" TALL MONOPINE544732ROCKY MOUNTAIN ARCHERYREV DATE DESCRIPTION BYA3-7-22PRELIMINARY PSWB3-14-22PRELIMINARY PSW0 3-14-22FINALPSW (1) 5'-0" TOP BRANCH
(3) 4'-0" CROWN BRANCHES
((18) 6'-0" BRANCHES
(62) 8'-0" BRANCHES
(111)10'-0" BRANCHES
(50)12'-0" BRANCHES DESIGN LOADINGELEVATIONQTYAPPURTENANCE15'-0" TO 90'-0"2454' TO 12' PINE BRANCHES90'-0"15/8"x5' LIGHTNING ROD80'-0"312'-6" T-ARM MOUNT (1 PER SECTOR)80'-0"1GENERIC RING MOUNT80'-0"N/A277.8 SQ FT/4000#70'-0"312'-6" T-ARM MOUNT (1 PER SECTOR)70'-0"1GENERIC RING MOUNT70'-0"N/A208.3 SQ FT/3000#MONOPOLE SECTION CHARTSECTION LENGTH TOP Ø BOTTOM Ø THICKNESSSLIP SPLICELENGTHWEIGHTTOP25.00' 24.0000" 34.0000" 0.2813" 4.25'2427 LBSCENTER35.50' 31.7375" 45.9375" 0.5000" 5.75'7350 LBSBOTTOM33.50' 42.6375" 56.0375" 0.6250"--- 13396 LBSNOTES:1. SECTION WEIGHT INCLUDES PORTS, LOWEST SECTION WEIGHT INCLUDES BASEPLATE WEIGHT.2. DESIGN TAPER = 0.2000 in/ft.3. WEIGHTS LISTED IN THIS CHART ARE RAW STEEL WEIGHTS. FINAL WEIGHTS MAY BE UP TO 22%GREATER DUE TO GALVANIZING AND OTHER MISCELLANEOUS ITEMS.4. DIAMETER OF POLE SECTIONS AT LAP SPLICES MAY BE ADJUSTED BY UP TO TO 0.06" TO ACCOUNTFOR THE THICKNESS OF THE COATINGS.11817161514131211109876543 2ØUPPER POLESECTIONLOWER POLESECTIONTOP OF LOWER POLE SECTIONNOTES:1. SLIP SPLICE MINIMUM LENGTH EQUALS 1.5 TIMES THE INSIDE WIDTH (FLAT TO FLAT) OF THEUPPER POLE SECTION.2. POLE MANUFACTURER TO PROVIDE PROVISIONS FOR JACKING FORCES TO BE APPLIED ATSPLICES.3. SPLICES SHALL BE JACKED TOGETHER TO OBTAIN A TIGHT EVEN JOINT REGARDLESS OF THESPLICE LENGTH OBTAINED DURING INITIAL FIT UP.4. JACKING FORCES SHALL BE INCREASED UNTIL NO ADDITIONAL MOVEMENT OCCURS. SLIP SPLICELENGTH PER DETAIL2/S-1(TOLERANCE =+10%, -0%)BOTTOM OF UPPER POLE SECTIONCENTERLINE OF PORTELEVATION 8'-0" A.G.LTOP OF LIGHTNING RODELEVATION 90'-0" A.G.LCENTER SECTION OFPOLE2S-13/14/22
FLANGE PLATE DETAIL4TOP FLANGE DETAIL5NOT USED6SHEET TITLECHECKED BY:DRAWN BY:DESIGNED BY:SHEET NUMBERA&E CONSULTING FIRM & SITE ACQUISITIONConstruction - Project Management - Site Development1426 N. MARVIN STREET #101GILBERT, AZ 85233TOWER OWNER:MANUFACTURER:1501 S. EUCLID AVE. TUCSON, AZ 85713PHONE: (520) 294-3900FAX: (520) 741-3488750 Park of Commerce DriveBoca Raton, Florida 33487Phone (561) 948-6367S-2.0BASEPLATE & FLANGEPLATE DETAILSPSWJWSCALE:NTSSCALE:NTSJRLLARIMER COUNTY4518 INNOVATION DR.FORT COLLINS, CO 8052585'-0" TALL MONOPINE544732SCALE:NTSROCKY MOUNTAIN ARCHERYREV DATE DESCRIPTION BYA3-7-22PRELIMINARYPSWB3-14-22PRELIMINARY PSW0 3-14-22FINALPSW SCALE:NTSSCALE:NTSBASEPLATE DETAIL1TOP CAP DETAIL3ANCHOR BOLT TEMPLATE DETAIL2TEMPLATE THICKNESSLOCATIONMIN. THICKNESSTOP34"BOTTOM34"1" V-NOTCH INANCHOR BOLTTEMPLATER12" ORIENTATION TAB0°90°180°270°0°90°180°270°POLESHAFT3.25" THK x 68.25"ØBASEPLATE[28] Ø2.625" BOLTHOLESØ62.25" B.C.Ø41" I.D.(2) 1"Ø ZINC DRAINSON A 52.3" CIRCLEØ62.25" B.C.68.25" O.D. ANCHORBOLT TEMPLATESCALE:NTSØ56.25" I.D.(28) Ø2.375" HOLES5/16x9/165/16x9/16CJP, E80XXBACK GOUGEFOR REINFORCING FILLET-WELDS,SHORTER WELD LEG TO BE ONBASEPLATE, LONGER LEG ONPOLE WALL29"Ø O.D.x 0.3125" THK.TOP CAP(4) 0.75"Ø BOLTHOLESPOLE SHAFT0.3125" THK.TOP CAPTOP FLANGE3S-2.04S-2.027" Ø B.C.(20) 0.8125" Ø BOLTHOLESPOLE SHAFT17" Ø I.D.1" V-NOTCHAT 0° AZ.(4) 0.75"Ø A325BOLTS0°90°180°270°R12" ORIENTATION TAB.75" THICK x 29" ØO.D. FLANGE PLATEFOR REINFORCING FILLET-WELDS,SHORTER WELD LEG TO BE ONFLANGE PLATE, LONGER LEG ONPOLE WALLCJP, E80XXBACKGOUGE5/16x9/1627" Ø B.C.5/16x9/163/14/22
S-2.1BRANCH & PORT DETAILSJWPSWSHEET TITLECHECKED BY:DRAWN BY:DESIGNED BY:SHEET NUMBERA&E CONSULTING FIRM & SITE ACQUISITIONConstruction - Project Management - Site Development1426 N. MARVIN STREET #101GILBERT, AZ 85233TOWER OWNER:MANUFACTURER:1501 S. EUCLID AVE. TUCSON, AZ 85713PHONE: (520) 294-3900FAX: (520) 741-3488750 Park of Commerce DriveBoca Raton, Florida 33487Phone (561) 948-6367SCALE:NTSSCALE:NTSBRANCH RECEIVER DETAIL1PORT DETAIL2NOTE: BRANCHES NOTSHOWN FOR CLARITYJRLLARIMER COUNTY4518 INNOVATION DR.FORT COLLINS, CO 8052585'-0" TALL MONOPINE544732NOTE: FOR POLE SHAFTTHICKNESS, t, SEE DTL 2/S1PORT SCHEDULEC.L. ELEVATIONPORT SIZE (B x H)DTQTYAZIMUTHS78'-0"8"x22"3"12"30°/120°/240°68'-0"8"x22"3"12"30°/120°/240°8'-0"10"x30"5-12"34"20°/180°6'-0"10"x30"5-12"34"290°/270°T PER PORTSCHEDULEBPER PORTSCHEDULED PER PORT
SCHEDULE
1/2" TYP.
H
PER
PORT
SCHEDULE
ELEVATIONSECTIONt45°0t+1/16C.L. OF PORT PERPORT SCHEDULEt
POLESHAFTBRANCH RECEIVER SCHEDULEBRANCH LENGTHYIELD STRENGTH (KSI)SIZEW4'-0"551-14" ROD516"6'-0"551-14" ROD516"8'-0"551-14" ROD516"10'-0"551-14" ROD516"12'-0"1051-14" ROD38"VARIES0° TO 60°3"EQEQSTANDARD LOCKINGNUT16" LONG SOLID ROD PER TABLE,w/ 4 1/4" LONG THREADWPOLESHAFT(2) Ø5/16" HOLES FOR(2) Ø1/4" BOLTS (NOT SHOWN)WELDABLE HEAVY HEXNUTWELDABLE HEAVY HEXNUT2 1/2" SCH. 80PIPESTANDARD LOCKINGNUTPOLESHAFTSPACER PIPE AS NEEDED, w/ (2)Ø5/16" HOLESCJP10' & UNDER BRANCH RECEIVER DETAIL3"ROCKY MOUNTAIN ARCHERYREV DATE DESCRIPTION BYA3-7-22PRELIMINARYPSWB3-14-22PRELIMINARY PSW0 3-14-22FINALPSW 3/14/22
S-3.0JWBRANCH LAYOUTPSWSHEET TITLECHECKED BY:DRAWN BY:DESIGNED BY:SHEET NUMBERA&E CONSULTING FIRM & SITE ACQUISITIONConstruction - Project Management - Site Development1426 N. MARVIN STREET #101GILBERT, AZ 85233TOWER OWNER:MANUFACTURER:1501 S. EUCLID AVE. TUCSON, AZ 85713PHONE: (520) 294-3900FAX: (520) 741-3488750 Park of Commerce DriveBoca Raton, Florida 33487Phone (561) 948-6367SCALE:NTSBRANCH LAYOUT1118171615141312
111098765432FLAT NUMBERINGP = PORTAL/AM/AF/AT = ANTENNA BRANCH4 = 4'-0" BRANCH6 = 6'-0" BRANCH8 = 8'-0" BRANCH10 = 10'-0" BRANCH12 = 12'-0" BRANCHTOTAL BRANCH COUNT = 245INCLUDES TOP CROWN BRANCHESJRLLARIMER COUNTY4518 INNOVATION DR.FORT COLLINS, CO 8052585'-0" TALL MONOPINE544732ROCKY MOUNTAIN ARCHERYREV DATE DESCRIPTION BYA3-7-22PRELIMINARYPSWB3-14-22PRELIMINARY PSW0 3-14-22FINALPSW 3/14/22
S-3.1JWBRANCH LAYOUT -CONT'DPSWSHEET TITLECHECKED BY:DRAWN BY:DESIGNED BY:SHEET NUMBERA&E CONSULTING FIRM & SITE ACQUISITIONConstruction - Project Management - Site Development1426 N. MARVIN STREET #101GILBERT, AZ 85233TOWER OWNER:MANUFACTURER:1501 S. EUCLID AVE. TUCSON, AZ 85713PHONE: (520) 294-3900FAX: (520) 741-3488750 Park of Commerce DriveBoca Raton, Florida 33487Phone (561) 948-6367SCALE:NTSBRANCH LAYOUT - CONT'D1JRLLARIMER COUNTY4518 INNOVATION DR.FORT COLLINS, CO 8052585'-0" TALL MONOPINE544732ROCKY MOUNTAIN ARCHERYREV DATE DESCRIPTION BYA3-7-22PRELIMINARYPSWB3-14-22PRELIMINARY PSW0 3-14-22FINALPSW 3/14/22
S-4JWFOUNDATIONPSWSHEET TITLECHECKED BY:DRAWN BY:DESIGNED BY:SHEET NUMBERA&E CONSULTING FIRM & SITE ACQUISITIONConstruction - Project Management - Site Development1426 N. MARVIN STREET #101GILBERT, AZ 85233TOWER OWNER:MANUFACTURER:1501 S. EUCLID AVE. TUCSON, AZ 85713PHONE: (520) 294-3900FAX: (520) 741-3488750 Park of Commerce DriveBoca Raton, Florida 33487Phone (561) 948-63676"POLE SHAFT ANDBASE PLATEANCHOR BOLTDOUBLE HEAVYHEX NUTHEAVY HEXLEVELING NUTTOP OFCONCRETEPIER ORPEDESTALFINISHEDGRADE2 x ANCHORBOLT DIAMETER(MAX)
41'-0"
3"
CONCRETE
COVER #4 TIES @ 6" O.C.(40) #11VERTICALS,EQUALLY SPACEDLAP TIES24" - TYP.7'-6" ØANCHOR BOLT TEMPLATEW/ HEAVY HEX NUTS (T&B)TOWER(28) 2.25 Ø x 7'-0" LONGANCHOR BOLTSFINISHED GRADE6"
10"-12"
A.B. PROJ.
3"
CONCRETE
COVER4" CONCRETECOVERCHAMFER ORTROWEL EDGEFORMCONCRETEABOVE GRADESCALE:NTSSCALE:NTSSCALE:NTSFOUNDATION NOTES1BASE DETAIL2FOUNDATION DETAIL42S-2.0JRL4S-13'-0" MIN.(3) 4" PVC CONDUIT CENTEREDBETWEEN TIES AND VERTS.,SPREAD TIES AS NEEDEDLARIMER COUNTY4518 INNOVATION DR.FORT COLLINS, CO 8052585'-0" TALL MONOPINE544732SCALE:NTS4 CONCRETECOVERVERTICALSPROVIDE 90°x4"HOOK AROUNDVERTICAL BARS.STAGGER HOOKLOCATION AROUNDPIERLAP TIES 6" MIN.(3) #4 TIES IN TOP 5"W/HOOKS PERDETAIL 3/S-4NOTE: AT CONTRACTOR'SOPTION, HOOKED TIESMAY BE USED FORLENGTH OF PIERHOOKED TIE DETAIL36'-6" HOOKIED TIES PER 3/S-4
ROCKY MOUNTAIN ARCHERYREV DATE DESCRIPTION BYA3-7-22PRELIMINARYPSWB3-14-22PRELIMINARY PSW0 3-14-22FINALPSW GENERAL DESIGN NOTES:1. FOUNDATION DESIGN IS BASED UPON THE 2018 EDITION INTERNATIONAL BUILDING CODE AND ALL APPLICABLE LOCAL AMENDMENTS.DESIGN LOADS:1. THIS FOUNDATION IS DESIGNED TO SUPPORT THE 85'-0" TALL, MONOPINE TOWER DESIGNED BY PINNACLE CONSULTING, INC. (JOB NO. 544732). 2. FACTORED BASE REACTIONS PROVIDED BY TOWER DRAWINGS ARE:a. MOMENT = 6907 FT-KIPS (1.0 WIND)b. SHEAR = 107.4 KIPS (1.0 WIND)c. AXIAL = 67.6 KIPS (1.2 DEAD)FOUNDATION NOTES:1. FOUNDATION IS DESIGNED IN ACCORDANCE WITH RECOMMENDATIONS PROVIDED IN GEOTECHNICAL ENGINEERING REPORT NO. 21.US-CO-5082BY EGSCI CONSULTING INC. DATED 06/17/2021. REFER TO REPORT FOR ADDITIONAL INFORMATION.MATERIAL NOTES:1. ANCHOR BOLTS: ASTM A615, GRADE 752. STEEL PLATE (TEMPLATES): ASTM A36 (OR BETTER)3. CONCRETE:a. 28 DAY COMPRESSIVE STRENGTH (f'c) OF 4000 PSIb. TYPE II PORTLAND CEMENTc. 3/4" MAXIMUM AGGREGATE SIZE4. REINFORCING STEEL: ASTM A615, GRADE 60FOUNDATION SPECIAL INSPECTIONS:1. SPECIAL INSPECTIONS ARE REQUIRED PER IBC CHAPTER 17 FOR THE FOLLOWING ITEMS:a. PERIODIC INSPECTION OF REINFORCING STEEL TO VERIFY SIZE AND PLACEMENT.b. PERIODIC INSPECTION OF ANCHOR BOLTS TO VERIFY SIZE AND PLACEMENT.c. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT TO VERIFY PROPER PLACEMENT TECHNIQUES.GENERAL CONSTRUCTION NOTES:1. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE", LATEST EDITION.3/14/22