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NO PERMIT NUMBER
30555 Cuutorma Street Bunton CliffordAssociates Sude 101 DESIGNED JOB No Arcnitects&Engineers Fremont.CA94538 510-796.3387 CHECKEDSHT OF PROJECT SUBJECT DATE s STRUCTURAL CALCULATIONS FOR y STORE #14217 ADDRESS: 10041 No. Blaney Ave,Cupertino Site Lights Design and Detail " I i14 a 'i a Lw UW � 5003562 t EDEa VEEXP. 3131 09 OCT31 1995 f qTf OF C�\\�� . DIDG, INSPfCr10 OEMCIN OF, CuPrRrjjyd r4r COPY 39355 California Street Bunton Clifford Associates Sate ioi DESIGNED __ JOB NO j Afahitects&Engineers Fremont.CA,)4538 slo-,9e 33e7 CHECKED SHT OF PROJECT SUBJECT M. H. DATE Note: Use Gr.60 for M5 Gr.40 for W3 Use Fc'=2500 psi Conq. t, Min. 5 sacks of cement per cu.yd. of cone. !LUSH HMTOHOLE AND COVER PROVIDE BOND MINE CONNECT AI HANDHM BASE COVER Min.3/4"x10}" SQ. }, 3-N3 ties ��ilzlunTEroR1AATBiuiicluacrts�EMinY3/4"0x 3a'x3") 7 @ 1 j" O.C. - FORM BASE ABOVE GRADE MHN 1, @ top. 24' OTA. SONAIUBE ►SGSH CRAPE 4_1 -f S VERIICJ0. BAR MIIH l3 HORIZONTAL TIES AT 11' D.C. a 3 -N3 ties @ 1j" o.c. 3"Mr• @ top. CONDUIT 18" MIN. BELOW GRADE OR AS REQUIRED /—UNDISIURBED EARTH 2t' DIA. r POLE BASE DETAIL SCALEI Sheol Tille LIGHT POLE SUPPORT FOOTING DETAIL 39355 Comorntc Street -17 LA LL71 I Bunton Clifford Associates Suite 101 DESIGNED GG, JOB No 25-300Architects&Engineers Fremont,CA 94538 510.796.3387 CHECKED SHT OF PROJECT SUBJECT DATE T-28 -qf ln/lNO ( onp U5t�- 30 1-2 _ �e Ca js 1 `7 _ ll3(r' 4) (lCa' 4)(1) = 20 P%r 4 )Z(o = 104- MAX /7 (0 33X26) I�s 250 6 s 12 -0 ?50 /Y/o = /2�zso� = 3�0 d��ds a,,- /17�c 5 = 4(V— 36 _ 75� / ?.75' (O k ❑ Ca+D�Boc.r= 2G -. 2.3224 ,� • /jf3G T�sc.E 2GE 3q,�A,B. CFP= 225 (/•33)= Z993�: • � � = q-2 )�z = or .f46G m 2 7 (lo-z5 (nC R39x /0q :51 UT�E 1,J1 9- ��k 3 XG ,q,15 10755 Colitorma Sheer I� Bunton Ciiflordsoc Psiates Suite e101 DESIGNED G C . JOB No 95?03 Architects&Engineers Fremont Cr 94538 LINJ 51070p3387 CHECKED SHT '% .OF PROJECT _ SUBJECT DATE A,0457 C^-:S P `• fZ / h = (124 3) _ /5 CI;/ �— It 4 36 /5 PCO 1 150-175-250-400 WATTS Forward throw lighting for Service Stations, Convenience Stores, Restaurants and Parking Lots /1 DESIGN FEATURES HOUSING-FIxlurehousingsshall be constructed The assembly shall be fully Basketed to protect from a single piece of heavy gauge aluminum. the internal components from moisture and Housing shall be precision cut.the formed.seam, atmospheric contaminants.The door frames shell welded,and sanded smooth.The process shall hinge toward the pole for unobstructed axes& assure a weathertight enclosure without the use to electrical components. •,•. of sealants, while providing crisp architectural OPTICAL SYSTEM - Primary and secondary lines.All Internal steel components shall be gal- anodized aluminum reflectors shall be used that vanized. are precision die formed. A heavy duty mogul FINISH-The fixtures shall be sanded smooth, base socket shall be provided.Vibration shall be cleaned,and etched with a mull)-stage acid base reduced through an embossed gusset lamp phosphalWng process to Insure optimum paint support system. bonding.A finish coat of polyester powder coat ELECTRICAL COMPONENTS- Ballasts shall base enamel paint shall be applied then baked to be high powerfactor,constant wattage,autolrane- produce a hard, durable finish that is corrosion former type with 180°C Class H Insulation and and abrasion resistant.All painted surfaces shall capable of starting at-20°F(•290C).All ballasts have a two year warranty against fading and shall undergo a five-stage test to assure adher- peeling, Once to specification tolerances and eliminate MOUNTING-A standard 6'extruded aluminum initial ballast failures.The ballast assembly shall arm with bolt guides shell be provided for mount- be mounted on a ballast trey for easy removal ing to the side olthe pole with no visible hardware. and maintenance. A 9'arm is required for 900 mount&on PCO I. UL 11818d as suitable for wet locations. DOOR FRAME AND LENS - The heavy duty Two Year Limited Warranty. aluminum door frame shall have a flat heat- tempered end Impact resistant clear glees lens. CATALOG NUMBER DISTRIBUTION LAMP LAMP TYPE TYPE WATTAGE VOLTS COLOR LENS MOUNT OPTIONS 4-IES Type IV SMA-Super 9-Iso 2.120 1 R-Bronze CO-Clear UA-Lees Ann PC-Photocell Metal 7-175 0.208 B-Black Glass eS-6'Arm to Sq.Pole VS-Polycarbonate Halide 2-250 4-240 G-Gray OR-6'Arm to Rnd.Pole Vandal Shield M-Metal 4.400 7.277 W-White High BW-8'Arm to Wall SF-Single Fuse, Halide 6-480 9S-9'Arm to Sq.Pole 120V and 277V P- Pres 9" -9'Arm to Rnd.Pole OF•Double Fuse Pressure DS-DlrecfMount to 208V,24OV, Sodium. L I Sq.Pole and 480V DR-Direct Mount to Find.Pole Series Number Catalog No. PC01 _ _ _ — CG DIMENSIONAL DATA r 8'� 23'/: ____1 3'/f 4' E 1 14 El SIDE VIEW BOTTOM VIEW Effective Projected Area Single: 1.7 Sq.FI. Triple: 4.6 Sq.Ft. Twin: 3.4 Sq.Ft. Quad: 4.6 Sq.FI. JET-PHILLIPS JW5p ° CWMWO1e°2 JPL LIGHTING DIWSIONOFJWI.IaNnHG P.O.Sax 450809 . Houerm Tawe mos p/a�4as.4&u r<F SP SERIES-SQUARE STRAIGHT STEEL SQUARE STRAIGHT STEEL SHAFT-One-piece fabricated steel tubing with 55A00 PSI minimum yield strength. ' ?, T"10At tonal HANDHOLE-A 2' x 4• reinforced handhole Is located 18" above base. Cover n, TI plate is Included. 1 esti She AtteeeOrwe ANCHOR BOLTS-Four "L" shaped bolts, 8 nuts, 8 washers, and bolt template are included. LUMINAIRE MOUNTING-Indicate luminalre mounting desired. See Mounting e' Arrangements and Options page 13. & STANDARD FINISH-Surface Is shot blasted to virgin metal and prime painted. / NOTE: 11 Gauge Is .120 Inches thick 7 Gauge is .188 inches thick ORDERINGITECHNICAL INFORMATION y1lt['I ♦ POLE NOMINAL MAXIMUM 4"••,.:,•I CATALOG MOUNTING SHAFT PROJECTED AREA- BOLT &ASE ANCHOR '1 • BHIP 'IONUMBER HEIGHT SIZEA M M 100 CIRCLE(A)AI 6IZE(BI BOLTSPROJECTION WEIGHT Om,MOun1 Bre42w 4•SQUARE See Page B SP•10"120 10' 4•14•9.IM 26.6 22.5 16.8 13.3 0-11• 109' 9.921'93' 3• 11 -1244120 12' YM•Y.120 U.7 17.7 13.1 10.2 &11• tow• Y'Y2Y4• 3' 100 1 SP-1444120 14' 1'N'a.t20 10.6 14.2 10.3 7.6 &11' low- Y•1M•4• 3• 107 SP•1544120 15' 4-M•Y.120 16.8 12S 1.2 7.0 6.11• 1014• 9'1:110.93' 7 60.1644120 16' 4•"•.,120 15.3 11.6 8A •6.1 &11' tON• 9.9]1.4• 3- 117 IY.r - 60.1/44110 112 16' 4•"•..120 12.8 0.0 0.6 4.7 &11' low' Y•Y36YY 3• 122 SP•1544188 18' 4•M-.3811 20.7 15.0 11.4 3.7 &It• 10%' 461Y36•0. 3• ISO r10r1unM =Mcomfing0 Ip SP•20K120 20' 4-M•..120 10.7 7.8 5.2 3.6 & 9 11' 1014' .136•"• 3• .'^... SP-204410 20' 4.0.9.18617.g 13.6 0.6 7.0 0.11, 46'X36-13-II' tow' •93e'13- 3. 127 Height OpM ' = (A) SP-2444183 24' 4•M•ItAN 10.3 0.6 6.5 4.1 611• 1014' 41'05'4- 3• 225 148 SP•25KI611 25' 4-Mh.181 12.4 1.0 5.3 3.9 &11' 1014' 1•a35b4• 3• 236 bP•2M41M 28' 4'"•9.IM 10.0 7.0 IA 24 6-I1• 1014' 1.936'x4• T 255 ' P 1DUARE , l 9P-1483.120 15' 5'Y5h.170 27.711.4 16.7 12.1 111 ION' 0.46.4' ]• 200 W SP•2055120 20' 3.95.9.120 11.4 13.8 1.5 6.3 111 1014• 14106.41 3' 230 'Fi l SP•25S&IM 25' 5.4-11.148 21.8 10.2 11.1 7.0 11' low' 1.135.0• ,X�:ii SP•265&148 20' 5'.6.9.148 20.3 15.1 10.2 7.2 11• 3' 290 (B) . low' 1'148'X' 3- 311 6P448&lee 28' 3'96'9.148 17.9 13.1 0.4 5.0 11• low' 1'.M•a4• 7' ]3 `I,1�•( 4Sq.Palo ]0' S•a5•a.148 11.3 7.1 1.6 2.2 111 tOw' I•Y36•M• 3- 355 x/:fit 3•sauAn BP•2566 25• e•4•9.148 33.3 25.3 17.6 13.2 13. Itw• 1•"11'.4• 314• 780 t;�� SP-� 35' 5'"'9.136 1&1 7.2 3.4 5.1 I3• IIw' 1•930'.4 314' IIO 3.5' e90•clM 13.1 7.0 4.11 Le 15' 11 w' 1.9M'M' 314• •�' leo .•SQUARE SP•3D" 30' e•4.9,tY 37.5 26.3 10.3 13.3 low- 1414' P4e91' P spaw 35' 11.4•..148 48A 16.0 13.1 7.6 1614' IIw• 1•YM•"' 4- sot SP4069 W !•4.11.148 16.2 11.2 1.1 I0 11%• 1414' I'YM'M' 048 ,.7., 1• 725 e IAI MPA Y okWe1M 1 n.Oeb97110 P01e Wo.A 8u6t Metro a,1.3 M Alkide•. 4*4 OPTIONS FOR SQUARE STRAIGHT STEEL POLES vi;;: lei L' s-6••6'S0.POM SUFFIX DESCRIPTION }T CATALOG NO. Extra Handhole-A 2" x 4" reinforced handhale. Specify location above base If other than 4811. XHH Base Plate Cover-Steel base plate cover, prime painted 'di:.' •• Ancnaeoll «sone Tenon-23/6" O.D. x 4•-welded to pole SBPC T2 '� •'•�•'. Tenon-23/0. O.D. x 4 removable T2A . O Tenon-27/ f; 0 .D. x 4"-welded to pole T3B Tenon-31/2m O.D. x 4'-welded to pole Q•: (Not available for 49 poles) T3C Weatherproof Duplex Receptacle Optional Pole Finishes-See Paint Options page 13 WCO2 Pte'$.... h8 U8MIn0.ITC. 13M Q PO 609 46010 HOueYn.Tax"77245 171314731511 DIMENSIONS AND SPECIFICATIONS SUaIECr TO CHANGE WITHOUT NOTICE. ., . ... ......., 4... ... . ISI ^x1 l D.Iil CPM'r LITE12PR0 U2:87 Point-By-Point Numeric Output 14:04 23-Oct-95 PROJECT: LM1.3 AREA: SITE GRID: eGrado Ualuos are FC, SCALE: 1 IN= 20.OFT, HOR.T. GJUD CU>, HOR2 CALC, 2= 0.0 Computed in accordance with IES recommendations + MIN=0:40 MA03.72 RUE=1.39 AUE/MIN= 3.45 MAX/MIN= 3.24 IN MIN=0.00 MAX=1.24 AVE=0.26 AVE/MIN=N/A MAXrMIN=N/A A36 <1> = JET PHILLIPS TWIN 40OW PCO I, r-nxla CONTOUR LEUELS: A= 0.50 176:000 3 OLl 0. -. W 0:00 10.00 000 0.00 0.00 0,00 0,00 0,00 0.00 0.00 0.00 0.00 a0o a00 0.00 0.W 0.00 a0o 0.m (LONG 0.00 0.00 0.11 0 125.000 0 O.t7 0:00 0.00 000 0.00 0,00 0.00 0.00 000 000 5.00 a0o O.00 O.00 0.00 0.00 0.00 0.00 0.0000 0.00 0. 0.00 0.W 0.00 0.12 0 125.000 2 0.N ', 120.000 4 a,17, 0.11 2 118.000 7 020 0.017 1 110.000 1 0.27 L20 7 1011.00 8 0.232 0.27 1 10000 1 a•as 022 95.00 1 7 0.62 0.70 0'� 90.0090.00 ■ + ♦ ♦ • . + ♦ + . 0.70 0.62 { 6 .116 0 0.76 0.0 O.p 1.07 1.111 1.17 1.00 0.87 0.87 0.61 0.83 0.83 0.83 0.87 1.00 1.L7 t 18 1.07 0.98 O.B7 0.78 0. 06f 88'000 2 0.61 0 J 0.82 100 1.111 I.*2 1.26 1.08 1.03 0.98 0.86 0.97 0.91 0.83 0.86 0.811 1.03 1.09 1.28 �0 073 1.66 1.19 1.79 102 1.11 1.13 1.12 1.12 1 l2 LID 1.00 1.10 1.12 612 1.12 1.13 1.11 0.h • • • + ■ '76.000 9 0N t 1.16 130 1.12 1.18 LAO tis 1+0 1#21.60 136 1.4t 1.76 1..30 1.26 1.19 1.19 1.18 0�2 70.00 • + + ♦ • • • + + + 0.4 0 9 0.21 1 ,2,1.26 1,11 LAX 1.12 l.l! 1.76 1.77 1.18 1.86 1.67 1.7'9 l.p L% 1.18 1.97 1.28 1.11 66.000 8 1.02 1 7 I Gs 100 • ♦ + ♦ + ♦ • ♦ 0.M l.lt 1.I1 1.111 1.2s 1.17 1.72 1.06 2.06 2• 7.06 1.+89 1.72 1.17 1.28 1.19 1.11 1.11 LOU 1.06 1 7 1.02 • ■ 60000 8 S Ol1 d L'02 1.01 1.06 1.13 -1i I.20 1.51 2.21 2.01 2.69 2.9642.69 2.51 2.31 1.61 1.20 1.16 1.L3 106 1.04 Lm 1 6 1.01 + ♦ • ♦ ■ 55.00 2 0.00 0 11.63 095 0.05 1.11 1.18 1,31 Lf5 2.42 3.L9 3.25 3.42 9.29 2.19 219 1.65 Lal 1.18 l.11 0.96 0.98 083 • • • • • + 50.00 ■ + - + + + • + 0.50 0 1 0.69 194 Q29 1.00 1.10 1.26 1.64 2.02 2.69 5..27 3.38 3.69 739 7.27 2.65 2.02 1.61 1.26 1.10 1.00 0.59 0.84 ■ 1a.0oa 0� + + + + . + + + + ♦ • 0.68 1 0.7s 0.98 095 I'LL 1.36 2.03 2.60 2.27 2.14 2.16 3.72 3.16 7.t1 2.77 2.69 7.02 1.72 111 0.95 0.86 0.76 10.00 70. 0 • 0�p 0.+770.551.08 6 + + + ♦ • 4117 + + • + 2 l8 L17 1.87 1.50 1.08 0.88 0.77 Op 0 35'000 7 0.12 0 57 0.65 0.91 1.02 2.02 t.84 177 4.430.12 3000 3 036 040 0.16 56 0.77 0.90 1.62 1.62 1.42 1.28 0.36 28'000 7 430 0.32 0.37 0. ■1 476 0.97 1-03 ■ p ■ 63 1.10 1. 0.'16 0.01 0.08 0.01 0.16 Z4 1.10 L02 0.% 0.79 06 b 0.37 0.32 0.90 20.000 0 032,0,26 0.31 0.27 0. i1 0.71 OJ ■ 5.01 O.oO O.00 0.00 0.00 000 0.01 15.00 • • • • ■ 076 0.71 Os is 0.37 0.71 0.76 0.� 00 0 5 0.10 0.29 0.24 0,22 0.27 Oj3 0.45 0.38 0.00 0.00 O.00 0.00 0.00 0.00 O.00 O.oO 0.00 0.32 010 413 0,137 0.129 0.24 0120 5.19 C. 8 10.000 2 0.17 0.15 OL9 021 427 0.25 0.20 000 aoo 0.00 0.00 0.00 O.00 0.00 0.00 0.00 0.00 0.00 0.70 0.78 9 0.21 ai9 a ail 2 5.00 0- 8 Oil 0.11 0!6 0.11'aie 0.06 0.00 000 0.00.o 00 0.00 406 0.00 0.00 0.00 0.00 0-00 0.00 0.00 0.00 els 0.14 0.R 0.N 0.13 ■ ■ ■ ■ • ■ ■ 0' 03 0.0$ 0.07 0.03 0.07 0.8) 0.00 0.00 0.00 0.W 000 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.07 am am a05'am 00 10:00 20.00 30.00 1400 50.00 60.00 70.00 80.W 5.00 18.00 9000 t00.0o .t2119.130 teap34m 9400 106.00 Sly - 2000 3000 16.00 58.00 65.00 16.00 840115.01) p 125. X-.118 ** TOTAL PAGr-.Zj3 ** " i