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Home My WebLink AboutPermit Building 2017-05-05Wind Design Criteria: IBC STD 2012 120MPH Exposure C Field Nane Pole Loser Alnin Points 220 230 Lighting Equipment 347 380 L➢.MOO 415 480 Per LED Luminaire L➢. 6.60 6.31 6.05 1: 4.18 3.82 3.63 3.50 Pole 'E 30 FC '150950—prodFB n 277µy4717 Polele 10 2.5:1 PunwlxaxPole 370119 Foottia8 rF4 POLE LUMINAIRES ELECRIGN uew Pole POLE POLE MOUNTING PILE ELEV. LU E un wxx xvbMn awmm LOG11oN HEIGHT SIZE TYPE TYPE � . nwr 1 F1 70' 70C 0' TLC -LM -1150 8 8 9.20 920 1 F2 70' 70G 0' TLC -LED -1150 8 B 9.20 9.20 ell ONo NW 1 F7 70' 70C 0' TLC -LEO -1150 8 8 9.20 9.20 '1 F4 70' 70C 0' TLC -LED -1150 8 B 9.20 9.20 4 TOTALS - 32 36.80 0 50' 100' SCALE: 1 inch = 50' ....._, ee-N �x.,, Overcurrent devices and conductors MUST be sized using the Manufacturer's rated amperage draw per luminaire (kVA). Using the kW rating can result in undersized calculations. Refer to Musco's Control System Summary or Specification Chart (located below) for manufacturer's amperage draw. DRIVER SPECIFICATIONS VOLTAGE 480v 3 PHASE �Cw�,Dm 1150 MA a WAZ . 1 208 220 230 240 277 347 380 400 415 480 Per LED Luminaire 6.98 6.60 6.31 6.05 5.24 4.18 3.82 3.63 3.50 3.03 If you have questions pertaining this document, please contact BRAD VONK, your project engineer. Phone: 800-825-6025 ext 2891(% DATE 03/27/17 This symbol represents the 0,0 point for locating poles. This field uses a 30' x 30' grid. FIELD ID: Football The following poles ECE's will have spare fusing: F1 REI//EWEV FOR OOT' OOWMLIAMI Align weld marks located at bottom 90' of pole sections @ O'(FIELD SIDE) SIDE1 770 AIMING LEGEND . ADDING ANGIO A. (0I TYPE LIRE NUMBER --�RErLEETaR NEIN TYPE NPUI prlrx Pmme .nb xoEln eno.re e, IN, h..l, — P-Yemc n1*9 ppFt, me the center M lot bean 1 0 5 150950 ORAVM BI'.' B. Vonk PRP2B. B. VonEcYn, k REPR6E T.. Butz Gm 1 = 50 03/27/17 Pluwrw vuuew 150950A2 or , sxms LIGHT STRUCTURE STEEL POLE BY MUSCO LIGHTING (SEE POLE ID) z O F- U w O m a N m U w m a 1. :,SC LOAD COMBINATION D + 0.6W. VEP:TICAL FORCE IS WEIGHT OF DRESSED POLE (DOES NOT INCLUDE PRECAST BASE WEIGHT). 2. MINIMUM CONCRETE BACKFILL VOLUME, SITE CONDITIONS MAY REQUIRE ADDITIONAL BACKFILL. SOIL BACKFILL, SEE NOTE BELOW LIGHT STRUCTURE PRECAST BASE BY MUSCO LIGHTING (SEE POLE ID) CONCRETE BACKFILL UNDISTURBED, IN-SITU SOIL DRILLED PIER DIAMETER POLE FOUNDATION ELEV- SCALE: NOT TO SCALE SOIL BACKFILL NOTE: THE TOP TWO FEET OF ANNULUS SHALL BE BACKFILLED WITH SOIL, WITH A CLASSIFICATION OF CLASS 5 (TABLE 1806.2) OR BETTER. COMPACTION, 95% FOR COHESIVE SOIL AND 98% FOR A COHESIONLESS SOIL BASED UPON STANDARD PROCTOR TESTING (ASTM D698). PRECAST BASE IDENTIFICATION POLE FOUNDATION SCHEDULE PRECAST BASE WEIGHT FORCES (1.) DRILLED PIER POLE 4B 3,490 LBS MOMENT(M) SHEAR (V) VERTICAL(P) DIAMETER EMBEDMENT CONCRETE BACKFILL DESIGNATION _. FT -LBS LBS LBS INCHES DEPTH YD (2.) F1 -F4 93,842 1,927 2,478 30 14'4" 1.6 1. :,SC LOAD COMBINATION D + 0.6W. VEP:TICAL FORCE IS WEIGHT OF DRESSED POLE (DOES NOT INCLUDE PRECAST BASE WEIGHT). 2. MINIMUM CONCRETE BACKFILL VOLUME, SITE CONDITIONS MAY REQUIRE ADDITIONAL BACKFILL. SOIL BACKFILL, SEE NOTE BELOW LIGHT STRUCTURE PRECAST BASE BY MUSCO LIGHTING (SEE POLE ID) CONCRETE BACKFILL UNDISTURBED, IN-SITU SOIL DRILLED PIER DIAMETER POLE FOUNDATION ELEV- SCALE: NOT TO SCALE SOIL BACKFILL NOTE: THE TOP TWO FEET OF ANNULUS SHALL BE BACKFILLED WITH SOIL, WITH A CLASSIFICATION OF CLASS 5 (TABLE 1806.2) OR BETTER. COMPACTION, 95% FOR COHESIVE SOIL AND 98% FOR A COHESIONLESS SOIL BASED UPON STANDARD PROCTOR TESTING (ASTM D698). PRECAST BASE IDENTIFICATION PRECAST BASE TYPE PRECAST BASE WEIGHT I PRECAST BASE LENGTH PROJECTION I STANDARD ABOVE GRADE EMBEDMENT OUTSIDE DIAMETER 4B 3,490 LBS 22'-0" T-0" 14'-0" 15.75" POLE IDENTIFICATION FIXTURE FIXTURE AND POLEPOLE PRECAST CONFIGURATION ACCESSORIES DESIGNATION TYPE BASE TYPE (FIX. PER XARM) EPA (FT2) F1 -F4 LSS70C 4B 8(7) 25.1 EACH POLE HAS (1) MUSCO LED FIXTURE AT 25'-0" AGL INCLUDED ABOVE. I DESIGN NOTES I DESIGN PARAMETERS: OREGON STRUCTURAL SPECIALTY CODE, 2014 EDITION (ASCE 7-10) GENERAL: RISK CATEGORY II WIND: V„ li= 120 MPH, V., = 93 MPH, EXPOSURE C SEISMIC: SITE CLASS D, DESIGN CATEGORY D, 6 = 1.00, Ss = 0.7459, S, = 0.392g, Sps = 0.598g, Spl = 0.4229, R = 1.5 GEOTECHNICAL PARAMETERS: ALLOWABLE END BEARING SOIL PRESSURE: 1,500 PSF OR SKIN FRICTION: 250 PSE ALLOWABLE LATERAL SOIL BEARING PRESSURE: 100 PSF/FT (GRADE TO -2'-0"); 200 PSF/FT (BELOW -2'-0") IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 18. SEE TABLE 1806.2, SOIL MATERIAL CLASS 5 & SECTION 1806.3.4. DESIGN SOIL PARAMETERS ARE AS NOTED. ACTUAL ALLOWABLE SOIL PARAMETERS MUST BE VERIFIED ON SITE. A GEOTECHNICAL ENGINEER OR REPRESENTATIVE OF IS RECOMMENDED (NOT REQUIRED) TO BE AVAILABLE AT THE TIME OF THE FOUNDATION INSTALLATION TO VERIFY THE SOIL DESIGN PARAMETERS AND TO PROVIDE ASSISTANCE IF ANY PROBLEMS ARISE IN FOUNDATION INSTALLATION. ENCOUNTERING SOIL FORMATIONS THAT WILL REQUIRE SPECIAL DESIGN CONSIDERATIONS OR EXCAVATION PROCEDURES MAY OCCUR, POLE FOUNDATIONS WILL NEED TO BE ANALYZED ACCORDING TO THE SOIL CONDITIONS THAT EXIST. IF ANY DISCREPANCIES OR INCONSISTENCIES ARISE, NOTIFY THE ENGINEER OF SUCH DISCREPANCIES. FOUNDATIONS WILL THEN BE REVISED ACCORDINGLY. REVISIONS WILL BE ANALYZED PER RECOMMENDATIONS DIRECTED BYA REGISTERED ENGINEER. ALL EXCAVATIONS MUST BE FREE OF LOOSE SOIL AND DEBRIS PRIOR TO FOUNDATION INSTALLATION AND CONCRETE BACKFILL PLACEMENT. TEMPORARY CASINGS OR DRILLERS SLURRY MAY BE USED TO STABILIZE THE EXCAVATION DURING INSTALLATION, CASINGS MUST BE REMOVED DURING CONCRETE BACKFILL PLACEMENT. CONCRETE BACKFILL MUST BE PLACED WITH A TREMIE WHEN SLURRY OR WATER IS PRESENT WITHIN THE EXCAVATION OR WHEN THE FREE DROP EXCEEDS 6-0". CONTRACTOR MUST BE FAMILIAR WITH THE COMPLETE SOIL INVESTIGATION REPORT AND BORINGS, AND CONTACT THE GEOTECHNICAL FIRM (IF NECESSARY) TO UNDERSTAND THE SOIL CONDITIONS AND THE POSSIBILITY OF GROUND WATER PUMPING AND EXCAVATION STABILIZATION OR BRACING DURING PRECAST BASE INSTALLATION AND PLACEMENT OF CONCRETE BACKFILL. CONCRETE: CONCRETE SHALL BE AIR -ENTRAINED AND HAVE A MINIMUM COMPRESSIVE DESIGN STRENGTH AT 28 DAYS OF 3,000 PSI. 3,000 PSI CONCRETE SPECIFIED FOR EARLY POLE ERECTION, ACTUAL REQUIRED MINIMUM ALLOWABLE CONCRETE STRENGTH IS 1,000 PSI. ALL PIERS AND CONCRETE BACKFILL MUST BEAR ON AND AGAINST FIRM UNDISTURBED SOIL. GENERAL NOTES: FIXTURES MUST BE LOCATED TO MAINTAIN 10'-0" MINIMUM HORIZONTAL CLEARANCE FROM ANY OBSTRUCTION. ENGINEER MUST BE NOTIFIED IF FOUNDATIONS ARE NEAR ANY RETAINING WALLS OR WITHIN / NEAR ANY SLOPES STEEPER THAN 3H: 1V. POLES, FIXTURES, PRECAST BASES, ELECTRICAL ITEMS AND INSTALLATION PER MUSCO LIGHTING. EDPRO" F\ r,�,Gn� PE 7 OREGON ?'9� yq Y 16, �F�Q \yFW L.PF/ EXPIRES: DEC. 31. 2018 J U) N w U) a_ *11 U) w W /L1J V z Lu cif z_� = J UI Lu J LL CD _z J w ry, LL 0— U) � M N < N cjm w3�w O W0 w0mz Ow _ ¢ z 2 U = W of <aw PROJECT NUMBER 150950 DATE 28 MARCH 2017 DRAWING NUMBER C1 -FB OF ONE N n N LA N C s 3 CL a _ O o 7 a rn a i : o N U c 0 a 0- N w 3Nry� U 4 J;NO O m CON M O NIS w ma r o�� a x:a rc o oo� o 0 mo oo„ N N U H0++ O N E c E LL Y x Nu Np n > d LL CO u f6 p CP m o p o f LL N �j E v 8 E _ LL p m .E y p W p W F- a m 52 O LL U) Q J N N J m d m E J o m m F O O d m J c a W LL LL 0 a�~ LU F z LUJg o N m m 0 0 m P- 0 PFpIELi NUM9EV: 150950 0M.. M Brad Vonk NTS acre 03/23/2017 aMM1NG MMBEN: 16 Wml vmPonY,. eMM v nM u.qq^.. M{MucWn. 1509 50 P 2 di 7' tho, EiMbNm, w uve o 1Mdmf o1M1m tlwn 11a BmN,E. IM,MeO W WM .MM .W,.e .nd.. W�miw� i. PonaM.e. 1 OF I SHf£IS