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HomeMy WebLinkAboutCT 14-10; STRUCTURAL CALCULATIONS; 2019-09-09U SINCE : In !) A TRUSTED PARTNER IN INNOVATION. QUALITY & SERVICE I STRUCTURAL CALCULATIONS (A 123 Unit Residential Development) Treviso 12'-0" HIGH LIGHT POLE FOOTING Carlsbad, County of San Diego, CA Gouvis Job No.: 64951 09109/2019 Developer RECEIVED Lennar Homes of California SEP 232019 LAND DEVELOPMENT Architect KTGY Group, Inc. ENGINEERING Restrictive Notice: These designs, calculations, and specifications are the exclusive property of Gouvis Engineering Consulting Group. They are the subject of copyright and other legal protection. They may be used only by their intended recipient and only for the project depicted herein. No part of these calculations are to be copied, transferred, reproduced, nor can they be used, in whole or in part, by any other person or for any other project or structure, without the prior express written consent of Gouvis Engineering Consulting Group. © 2017 Gouvis Engineering Consulting Group Inc. - All Rights Reserved - r.4. 464238 Exp. 3W19 scI V % 949.752.1612 15 Studebaker Huan Nguyen, Director C64238 Exp. Date 6/30/2019 Irvine, CA The attached calculations are valid only when bearing original or 92618 electronic signature of Huan Nguyen, Hereon. www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam ouvisr OTC. SHEET: W JOB NO.: 64951 (TREVISO) DATE: 06/05/2019 CLIENT: LENNAR HOMES MAX WT=40# - 1. CIRCULAR LIGHT POLE FOOTING W/ (5) #4 VERT. BARS EQUALLY -' SPACED AROUND FOOTING 0 PERIMETER BASE COVER DETAIL PER POLE MANUFACTURER SELECTED BY OTHERS (3)#3 TIES AT FIRST 6". #3 TIES @ 12" O.C. MAX. cm 2 5. SUBGRADE PREPARATION PER SOILS REPORT. ANCHOR BOLT PER MANUF 5"0 STREET LIGHTING POST & CONN. TO BASEPLATE PER MANUF. SELECTED BY OTHERS. MAX LIGHT POLE WEIGHT = 150# LIGHT POLE FIXTURE BY OTHER MAX WEIGHT = 40# "CONDUITAS cp \ REQUIRED NOTE: CONTRACTOR TO VERIFY FOOTING SIZE WITH LIGHT POLE BASE PLATE ANCHOR BOLT ARRANGEMENT. ENLARGE FOOTING AS NEEDED TO MEET MIN. VERTICAL REBAR I EDGE DISTANCE REQUIREMENT I I - VERIFY LIGHT POLE AND FIXTURE 20"0 WEIGHT WITH MANUF. SPEC. LIGHT POLE FOOTING DETAIL GOtTIS consulting group, inc. PROJECT NO:: 64951 Date 6/5/2019 PROJECT NAME: Treviso CLIENT NAME: Lennar Homes of California DESCRIPTION: 12'-0" HIGH LIGHT POLE GENERAL NOTES & SPECIFICATIONS: 1 ALL DESIGN IS PER 2016 CBC 2 FOOTING SHALL BEAR AGAINST FIRM, NATURAL UNDISTURBED SOIL OR CERTIFIED COMPACTED FILL 3 REINFORCING SHALL BE DEFORMED BARS PER ASTM A-615. #3 BARS MAY BE GRADE 40 AND LARGER BARS SHALL BE GRADE 60 DESIGN LOAD: WIND SPEED= 110 MPH WIND EXPOSURE C LIGHT POLE WEIGHT = 150 LBS ASSUMED FIXTURE WEIGHT= 40 LBS SOILS REPORT: SOILS ENGINEER = Group Delta Consultants, Inc. REPORT #= 5D412 SOILS REPORT DATE 11/20/2014 PASSIVE PRESSURE = 300 psf SOIL BEARING PRESSURE = 2000 psf PER SECTION 1806.3.4, passive pressure can be increased due to short term load CALCULATION: WIND LOAD = POLE SURFACE WIDTH = SURFACE WIND PRESSURE = SEISMIC: sds ' W/ (R/I) 26.45 psf (FROM 0-30 FEET) 5 11.02 plf Sds = 0.79 R= 1.5 W = 200 lbs (WEIGHT OF POLE + FIXTURE) 105.3333 Load Combination Results Load Combination 40,60W E Only *0.70 40.450W E Only * 0.5250 Forces @ Ground Surface Loads - (k) Moments . (ft) 0.000 0.000 0.079 0.475 0.077 0.924 0.059 0.356 0.058 0.693 GOUVIS ENGINEERING 4400 CAMPUS DRIVE NEWPORT BEACH CA 92870 949-752-1612 Project Title: Engineer: Project ID: Project Descr: Printed: 5 JUN 2019, 11:35AM File= C:\Us \DTMJUW-1\DOCUME-1\ENERCA-1\QUICK CALC.ec6 Pole Footing Embedded in Soil . Software copyright EIERCALG, INC. 1983-2018, Build: 1O.18.12.13 I Description 17-0 high light pole footing Code References - Calculations per IBC 2015 1807.3, CBC 2016, ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information Pole Footing Shape Circular Pole Footing Diameter 20.0 in Calculate Mm. Depti for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive ..................300.0 pd Max Passive ...................1,500.0 psf Controlling Values Governing Load Combination: E Only * 0.70 Lateral Load 0.0770 k Moment 0,9240 k-ft NO Ground Surface Restraint Pressures at 1/3 Depth Actual 255.670 psf Allowable 257.266 psf Minimum Required Depth 2.625 ft Footing Base Area 2.182 ftA2 Maximum Soil Pressure 0.0 ksf Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (klf) Vertical Load (k) D: Dead Load 0.0 k 0.0 0.0 Lr: Roof Live 0.0 k 0.0 0.0 L: Live 0.0 k 0.0 0.0 S: Snow 0.0 k 0.0 0.0 W : Wind 0.0 k 0.0110 0.0 E : Earthquake 0.110 k 0,0 0.0 H : Lateral Earth 0.0 k 0.0 0.0 Load distance above TOP of Load above ground surface ground surface 12.0 ft 12.0 0.0 BOTTOM of Load above ground surface 0.0 0.0 0.0 k/ft 0.0 k 0.0 k/ft 0.0 k 0.0 k/ft 0.0 k 0.0 k/ft 0.0 k 0.0 k/ft 0.0 k 0.0 k/ft 0.0 k 0.0 k/ft 0.0 k 0.0 ft 0.0 ft Required -c- Pressure at 1/3 Dth SoiI Ise Depth (ft) Actual - (psf) Altow - (paf) Factor 0.13 0.0 0.0 1.000 2.25 212.2 213.2 1.000 2.63 255.7 257.3 1.000 2.00 190.9 192.3 1.000 2.38 230.5 232.8 1.000 LIGHTING FIXTURE LEGEND LED WALL LIGHT CONTROLLED BY 12 ASTRONOMICAL TIME CLOCK - TYPICAL LOCATION 3000° K LAMP LED WALL LIGHT CONTROLLED BY ASTRONOMICAL TIME CLOCK - NON - TYPICAL LOCATION REFER TO SITE PLAN FOR EXACT LOCATION 3000° K LAMP 53W LED POLE LIGHT (TYPE II) 12FT POLE A2 USA# DSTPB1 -VLED-I I-48-350mA-V'JW-240-XWB-1 **HSS POLE# RNTS124** 3000° K LAMP A3 53W LED POLE LIGHT (TYPE III) 12FT POLE USA# DSTPBI -VLED-I I I-48-350mA-\.MN-240-XWB-1 **HSS POLE# RNTS124** 3000° K LAMP 53W LED POLE LIGHT (TYPE IV) 12FT POLE A4 USA# DSTPBI -VLED-IV-48-350mA-WW-240-XWB-1 **HSS POLE# RNTS124** 3000° K LAMP HOUSE SIDE SHIELD PER PLAN ELECTRICAL SITE PLAN CANDELA ENGINEERING- Z'W COR P O RATUO 0 SHEET NUMBER: LIGHTING DESIGN I ELECTRICAL ENGINEERING 27201 Catte Juanita Dana Point, CA 92624 ES1 .1 Ph. 949.201.1333 candetaengineering.com PRO)4*: X8-108 - . 2' ++ Vtjc fifl14Mff ' SPECIFICATIONS SHAFT: 4 DIAMETER. FABRICATED FROM HIGH GRADE STRUCTURAL STEEL TUBE. SHAFT ii CONFORMS TO ASTM-A-501-68 SPECIFICATIONS. MEETS OR EXCEEDS MINIMUM YIELD STRENGTH OF 46,000 P.S.I. WALL THICKNESS Ii GA. [.120 WALL]OR 7 6A. [.180 WALL] AS SPECIFIED. REINFORCED HAND HOLE IS FURNISHED WITH COVER. SHAFT IS - -. FURNISHED WITH GROUND LUG LOCATED INSIDE POLE ON WALL OPPOSITE HAND HOLE. - BASE PLATE: FABRICATED FROM STRUCTURAL DUALITY HOT ROLLED STEEL. MEETS OR EXCEEDS MINIMUM YIELD STRENGTH OF 36.000 P.S.I. BASE TELESCOPES AND IS CIRCUMFERENTIALLY WELDED TO POLE SHAFT. SLOTTED BOLT HOLES PROVIDE I FLEXIBILITY ON EITHER SIDE OF BOLT CIRCLE CENTERLINE. r , ANCHORAGE: [4) ANCHOR BOLTS FABRICATED FROM HOT ROLLED STEEL BAR. MINIMUM YIELD STRENGTH OF 50.000 P.S.I. BOLTS HAVE L BEND ON ONE END AND ARE THREADED ON THE OTHER END. BOLTS ARE FULLY GALVANIZED AND ARE FURNISHED WITH TWO NUTS 4 '+- AND TWO WASHERS. BASE COVER: FABRICATED FROM HEAVY GAUGE DUALITY CARBON STEEL. TWO PIECE COVER CONCEALS BASE. FINISH: POLYESTER POWDER COAT. THE METAL SURFACE IS PRETREATED BY SAND BLAST PROCESS FOR MAXIMUM PAINT ADHESION. ELECTROSTATICALLY APPLIED POLYESTER I . POWDER TOPCOAT IS BAKED AT 400 TEMPERATURE FOR MAXIMUM HARDNESS AND EXTERIOR DURABILITY. 4 44, iS;, NO i. RNTS !ILRIE 1i ENGINEERING DATA 4'- Maximum EPA - Square Feet Catalog Maximum 100 MPH 90 MPH 80 MPH 170 MPH Number Fixt. wgt. RNTS 104-11 225 12.0 14.7 17.8 20.9 RNTS 124-11 165 9.3 11.7 14.5 17.2 RNTS 144-11 135 7.5 9.0 10.8 11.9 RNTS 164-11 110 5.8 7.2 9.3 11.2 RNTS 184-11 100 4.6 5.8 7.5 9.0 RNTS 204-11 100 3.6 4.4 6.0 7.2 RNTS 204-7 135 6.8 10.2 14.8 18.6 RNTS 244-7 110 3.2 5.8 8.9 13.1 - ----a HANO i uuHOLE BOLT 1111 HEIGHT CIRCLE y r -1C III WI! I PROJECTION PROJECTION MINIMUM 31/4" - 3 All above design calculations are based on sustained wind forces plus additional 1.3 wind gust [Example: Pole rated at 80 MPH withstands 104 MPH gusts] F, 777 IcIIIS]:iMItIe1J ____ MODEL POLES NO: MOUNTING FINISH OPTIONS RNTS MODEL POLES MOUNTING FINISH OPTIONS POLE WALL BOLT ANCHORAGE 02 3i8X4 TENON STANDARD 0 DUPLEX RECEPTACLE R HEIGHT THICKNESS CIRCLE P123 TEXTURED FINISH DUP 0104-11 10' 11 9 314X18X3 0 BLACK 0 GFI RECEPTACLE fsj 02 7/8X4 TENON RAL-9005-T GFI E1I',A 44 1')' II fl 'IAVIQV i PT27 U WHITE RAL-9003-T ' 3 WAY ADAPTER 0144-11 14' 11 9 3/4X18X3 0164-11 16 11 9 3I4Xl8X3 El OTHER TENON MT 0 4WAY ADAPTER 0184-11 18' 11 9 3/4X24X3 0 DRK BRONZE T490 0204-11 20' 11 10 3/4X24X3 DRILL MOUNT RAL-8019.T 0 ROUND BASE COVER 0204-7 20' 7 10 3/4X30X3 Di.............. 03.90.....!. El GREEN RBC 0244-7 24' 7 11 3/4X30X3 02-180..- 04.9O..... RAL-6005-T OPTION: 0 1/2' COUPLING 0 PRIME PAINT CPLN1 /2 02-90........ D3.i20... PP 0 3/4" COUPLING 0 GALVANIZED CPLN3/4 GLV 0 2' COUPLING q 2-90, 3-90, 4-90 3-120 OTHERMOSET CPLN2 REQUIRES REQUIRES POLYESTER (SPECIFY COUPLING LOCATION) P127 P127 POWDER AND AND FOR 1490 13120 FOR SMOOTH FINISH REMOVE ADAPTER ADAPTER (EXAMPLE: SEE ACCESSORIES SECTION RAL-95001 FOR OTHER OPTIONS. SEE WEBSITE FOR 'DDITIONAL COLORP