The URL can be used to link to this page

Home My WebLink AboutB2000-2279 - Calcsk y 5 • s mest1 Tea TAYLORA& GAINESsTRUCTUR L ENGINEERS f -1317 A T M A O COMPANY STRUCTURAL CALCULATIONS FOR LIGHTING POLE FOUNDATION OF HOAG MEMORIAL HOSPITAL PARKING TAYLOR & ASSOCIATES 116---oy G� Hodge C. Gaines Structural Engineer S1034 Taylor & Gaines 1395.7 320 N. Halstead Street, Suite 200, Pasadena, CA 91107 • (626) 351-8881 • Fax (626) 351-5319 • www.taylorgaines.com DESIGN CRITERIA: I. LOADS A. LATERAL LOADS 1 Wind Load P= Ce Cq qs I Ce= combined height, exposure, and gust factor coefficient Use exposure C Cq= pressure coefficient = 1.4 qs= wind stagnation pressure Basic wind speed= 70 mph I= importance factor = 1.15 2 Seismic Load Base Shear: V=(Cvl/RT)xW Z= seismic zone coefficient 1= occupancy importance fact C= des response systems val. Rw= struct'1 systems coeff. II. MATERIALS A. Concrete Compressive Strength @ 28 days = 3000 psi B. Reinforcing Steel ASTM A615, Grade 60 ASTM A185, Grade 85 C. Structural Steel Shapes and Plates . Bolts and Lag Screws : for slab on grade ASTM A36 ASTM A307 0.4 1 2.75 6 III. FOUNDATION A. See report of Foundation Exploration by Law Crandall, No. 70131-9-0330.0002 dated September 10, 1999. B. The passive resistance of the undisturbed natural soils or properly compacted full against footing may be assumed to be 300 pcf. TaG TAYLOR & GAINES A TMAA CO S T R U C T U R L EMPN AGNY I N E C R S D PASADENA • SAN DIEGO • ENCINQ sheet of by job no date Maio ot inuoritrin3 it GelsI Ce eiredamyC;1,06 ff,1y=�� r 1'4 133, 1,15 l ps C'. „Le" = ,G�. 3G.Q #s �3 '7C1.33)(i115) M.1/ �- �y(f5x�j,5) = ID�,S � s ei vo- I r* ad- H 7 py (H/,, ,-4075 L5/r] , 06,3 0%05'2v/46 QE ravitsrtnifivigcm .n=/5-j Tv k-6 Ce = l• 13 r- 113(i.Loc k&yiA -)-7- 61-)- r,= gnive4f rN im cit en p IHl(7V1/4)' I610 lal i t1/40, , = q "4 ) -� pr - i n , t R'.,l ae _ !Ott- in% (L�F /1�ft (S F,,rt. V 4nmm74a,•r) 1 6.7 -))3D (9-34y) tv- iJY • T&G TAYLORA& GAINES PASADENA • A TMAO COMPANY SAN DIEGO • ENCINO sheet of byjob no date S I crJ if fru&»AI/ F= 701-1" it Z.5f o ce p, ; c', 7(2-, )( ., 4) = 4o, qi 1 3 = P. 670:53)(9(G,1'.k) • S 1 p,, = 5/1-vC ] ( • 4 ij = wj = fa H - 3701- g (-1-5/y) = 3 771• 5 b' _ 1/f Y 37fz,�i,(,7 /624 * Pr ; �s� .9� 40 , q3x 2 4 E r f /6s rim-nhfi w otitis, ts '%'S l to got- do 1,136 *49 g D.C970--5-)nit, 95) p,„ c Clp.64-)040-.1 s 371- eNWekt PY S a el PI 'Yit it4= ht/ = 374(1")) 2 f4/(2 P�' = 10/l� \r&1 14,67 7 - /e- of ?Fe ftritlaA O<42C, 3 = 6),G7 0,51)04 = 7/Av3 DESIGN OF FOUNDATION: (Unrestrained) Site Lighting: H= 15 ft P= 0.146 kips Assume d= 2.98 ft d/3 = 0.99 ft Lateral bearing = 0.15 ksf Adjusted bearing = 0.3 ksf Lat. Bearing, S1= 0.298 ksf b= 2.50 ft A= 2.34*P/S1*b = 0.459 ft^2 A/2= 0.229 ft^2 d= A ( 2 d= 2.98 ft P= 0.146 H= d= 15 2.98 Dia.= 2.50 < > DESIGN OF FOUNDATION: (Unrestrained) Site Lighting H= 20 ft P= 0.194 kips Assume d= 3.58 ft d/3= 1.19 ft Lateral bearing - 0.15 ksf Adjusted bearing = 0.3 ksf Lat. Bearing, S1= 0.358 ksf b= 2.50 ft A= 2.34*P/S1*b = 0.507 ft^2 A/2= 0.254 ft^2 d= A ( 2 d= 3.59 ft P= 0.194 H= d 20 3.59 Dia.= 2.50 t DESIGN OF FOUNDATION: (Unrestrained) Site Lighting: H= 25 ft P= 0.255 kips Assume d= 4.22 ft d/3 = 1.41 ft Lateral bearing = 0.15 ksf Adjusted bearing = 0.30 ksf Lat. Bearing, S1= 0.42 ksf b= 2.50 ft A= 2.34*P/S1*b = 0.566 ft^2 A/2= 0.283 ft^2 d= A / 4.36 h ( 1 + 1+ ) 2 y A d= 4.22 ft P= 0.255 H= 25 d= 4.22 Dia.= 2.50 G > DESIGN OF FOUNDATION: (Unrestrained) Site Lighting: H= 30 ft P= 0.295 kips Assume d= 4.69 ft d/3 = 1.56 ft Lateral bearing = 0.15 ksf Adjusted bearing = 0.3 ksf Lat. Bearing, S1= 0.469 ksf b= 2.50 ft A= 2.34*P/S1*b = 0.589 ft^2 A/2= 0.294 ft^2 d= A ( 2 d= 4.69 ft P= 0.295 H= 30 d= 4.69 Dia.= 2.50 < 7 07/17/2000 10:12 626-968-8791 ANNETTE SUZANN WILCL PAGE 01 KIM LIGHTING Type: Job: Catalog number: / 1 / f MIe. Fixture Electrical Module Irish Options Optional Sae pages Vemcat Su page 7 - sllptl ter Mount See pas. 5 'S2Iect pule from Kim Pale Catalog. If pole-15 provided by others indicate 0.0. for arm fitting. Pole' T . rev Appr Date: Page: AR he Archetype" stun 2/14/00 • arpdf )vaIs: 1 of 5 Specifications Max weight (400HPS) 45 lb 2'- 22%z'— Housing: One piece die-cast aluminum with integral cooling rihs Over the o tical chamber and electrical compartment Solid ical compartments. rt-arm mounting end. face plane providing tail. All hardware is barrier walI separates optical and elect Double -thick wall with gussets on the supp Housing forms a half cylinder with 55° fro a recess to allow a flush single -latch d stainless steel or electro-zinc plated' steel, Lens Frame:. One piece die-cast alumin m lens frame with 1 minimum depth around the gasket flanga Integral hinges with stainless steel pins provide no -tool mountng and removal from housing.iSingle die-cast aluminum cam-I.tch provides positive locking and sealing of the optical cha ber by a ere piece extruded and vulcanized silicone gasket. CI -ar 3/e thick tempered glass lens retained by eight steel clips with full silicone gasketing around the perimeter, Reflector Module: Specular Alzak' op ical segments rigidly mounted in an aluminum frame, which a .chesto the housing as a one piece module. Reflector module is field rotatable in 90` increments. MPS and PMH sockets are por elain 4K1 pulse rated mogul base, MH sockets are porcelain mo ul base, pin -oriented, with molded silicone lamp stabilizer. All reflector modules are factory prewired with quick -disconnect plt.g and include silicone seal at the penetration of the internal bard wall in the luminaire housing. Electrical Module: All electrical tempo ents are UL and CSA recognized, mounted on a single plate an factory prewired with quick -disconnect plugs. Electrical.modu - attaches to housing with no -tool hinges and latches, accessib - by opening the lens frame only. All ballasts are high power factr rated -20'F. starting. Support ARn: One piece extruded alum um with internal bolt guides and fully radiussed top and loottum. Luminaire-to-pole attachment is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief. Irm is circular cur for specified round pole. Finish: Super TGIC thermoset polyester owder coat paint, 2.5 mil nominal thickness, applied over a hromate conversion coating; 2500 hour salt spray test endu ante rating. Standard colors are Slack, Dark Bronze, Light Gr y, Platinum Silver, or White. Custom colors are available an subject to additional charges, minimum quantities and longer lead nines_ Consult representative. Certification: UL Listed to U 5. and Cana wet locations. Fixture manufacturer sl program that is audited to 1509001 standa CAUTION! Fixtures must be grounded in codes or the National Electrical Code, result in serious personal injury. liar safety standards for call employ a quality ds, accordance with local Failure to do SO may 0 2000 KIM LIGHTING INC. • P.O. BOX 60080. CITY OF INDUSTRY CA 9171E-0OB0 • TEL' 626/96B55956 • FAX: 62&389-2695 7E70400045 32' Proportion Guide 70 to 400 Watt / 10' to 30' Poles 30' 28' 26' 24' 22' 20' 18' 16' 14' 12' 10' 6' 6' 4' 2' This proportion diagram is intended to help visualize and select the best Archetype system to satisfy aesthetic requirements. Remember, the pole height also affects performance; the higher the fixture is mounted, the greater the light throw. If poles are mounted on concrete pedestals such as in parking lots, the height of the pedestal must be considered in selecting the pole height. GRADE SAR Models: 70 to 175 Watt 10' to 16' poles r .3 r-1-) AR Models: 150 to 400 Watt 20' to 30' poles Jinni KIM 110' IT1' 7S