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HomeMy WebLinkAboutDRB140249 Plans Approved0 0 0 0 0 rowN of un Design Review Staff Approval By Warren Campbell at 2:41 pm, Jul 15, 2014 VO N N Ln Go Z ce cd . — Z C/) o U W � M 111 Z � QZH _Z¢U UIE� _0 ` O �Ce <aM� a U 0 W <�Q C 0�0 W (, M U 0 m z J J U z ate, M z c Q J N t% SIR V Z W �<W< O N CO W �O M M co M N O �= '0 01 N p Ch �C C1 c U Y c 0 Ls U Lrn W m X W M CPS J U NW voN vas �CW Z W W Z J Z V W W W W od >a ce O 0a t;i SEAL V) ry F� LU Z F- W Q W W Z O O Z � J N J N Q O o U W ry V) 0 Q LL = CL ISSUED FOR: No. DATE COMMENT C 9/12/13 DwMINORExTAL76tnm D 10116A3 PERMIT SET E 1114/13 FOR CONSTRUCrION F 12/17/13 TOAPPROMRANs 01/07/14 REVISION 2 3/21/14 REVISION 3 G 069/2014 CHANGES TO APPROVED PLANS H O 25JZO14 CHANGESImAPPROM MANS KEY PLAN AMPHITHEATER KEY PLAN SCOPE OF WORK PROJECT No. ORIGIN DATE 20132266.00 07/01/13 DRAWN BY CHK BY TRV BY PR DB DB SHEET No. A0.2 SCALE: AS SHOWN i! TOWN OF VAJL Z E H R E N AND ASSOCIATES, INC. ARCHITECTURE - PLANNING - INTERIORS LANDSCAPE ARCHITECTURE P.O. Box 1576 - Avon, Colorado 81620 (570) 545 -0257 FAX (970) 545 -1080 1101 El PaseO - Santa Ba&ara, CA 53101 (805) 563 -6850 FAX (805) 563 -8102 STONE WALL CE By Warren Campbell at 2:41 pm, Jul 15, 2014 PROJECT NAME: PROJECT NO: 2266 DRAWN BY: TD Gerald R Ford Amphitheater CHECKED BY: DB ISSUE: H New Umbrella DRAWING TITLE: PLAN SHEET: SK-1 SCALE: 1/8 " =1'-0" DATE: June 25, 2014 REVISION Copyright © 2014 by Zehren & Associates Inc. LEVA SQUARE 10' -6" - LS32 Designed to 90mph, Exp B Rated when umbrella is fully erected. Umbrella weight: 152 lb. Boom weight: 234 lb. BOOM *HSS4.500" Powder coat finish FABRIC, PVC PVDF coated Standard color, white CABLE S.S. Gr.316 \ PVC coated Overall dimensions represent clearance ARM *HSS1.660' dimensions for the complete umbrella. Membrane dimensions differ, depending powder coat finish on variations in tensioning and fabrication. Note : The umbrellas must be All dimensions are nominal and have a tolerance closed and tied before wind speeds of +/- 2 ". reach gusts of 60mph (100km /h) Refer note on Specification - Umbrella Design. 10' -11" overall 5" ,, 5' -3" l i 5-3" E 0 E o 0 00 0 �e Plan Side Elevation Elevation Figured dimensions take precedence. Do not scale. ©Birdair Inc. This drawing must not be copied, retained or used without permission Design Review Staff Approval TOWN = By Warren Campbell at 2:41 pm, Jul 15, 2014 CABLE S.S. Gr.316 with S.S. fittings COLLAR *HSS4.000" powder coat finish (in opened position) LOCKING BOLT stainless steel COLUMN *HSS4.500" powder coat finish ERECTION POLE Removed when open N / *All HSS and Pipe to be fy =50 ksi min. I I BASE PLATE 104 "x104'x 4" pl. 0 5" with 024' service hole. 4- 4" hold down bolts at 72' o.c. F1554 Gr. 36 galvanized or stainless steel Gr.316. With dome nuts and leveling nuts. OPENED POSITION Collar and arm in closed position. POLE *HSS3.500" \� Powder coat finish NOTE: Allow up to 2" sag due to stretch of membrane fabric. Arc of arm when opening. V -8" T -3" 4' -11" 6' -7" T -4" DISTANCE FROM CENTER CLOSED POSITION View square to boom View square to arm 10' -6" Side Support Square Umbrella Leva - Model LS32 Leva Model LS32 Architectural Umbrellas Blydalr Inc. Engineering Framing Z C7 0 LIE U -'5417 EF -LS32 -07.10 ww 'birdairumbrellas.com sales @birdairumbrellas.com c r, LS32 - Pad Footing Boom _Direction 77z" Plan Non - shrink — .__ i54 Gr. 36 galvanized grout o - E is with nuts and 0 N nuts - 4" hook to N I of top of paving, Q E E Natural ground C° o' bedment 445 vertical f, #2 spiral at 1' pitch 5xW5.5 wire mesh ttom �rnund Non shrink grout 72' O.C. 4 4" H.D. bolts to be threaded rod grade F1554 Bolt projection J0 Gr. 36 hot dipped galvanized, or stainless steel 24" min. Gr.316. Supplied with nuts, washers and leveling 6" max. / nuts. Chemical anchors, at 712 ' x 712 ' centers to be Embedmi 6" min. 'Ramset Reo 502' (or'Hilti HIT -RE 500'), or engineer approved equivalent, and to be installed in accordance with the manufacturer's instructions. Chemical Anchor Detail Figured dimensions take precedence. Do not scale. © Birdair Inc. This drawing must not be copied, retained or used without permission NiM Elevation LS32 - Pier Footing Notes: Designed to 90mph, Exp B Assumed soil conditions: Pad - bearing capacity 14.5 psf Pier - cu =7.25 psf (stiff clay) Minimum 24" cover to all reinforcement Concrete strength - fc 3600 psi 4" aggregate size Slump 22" Anchor bolt location tolerances per Australian Standard AS 4800 -1998 3mm for anchor bolt centers within an anchor bolt group. 6mm for adjacent anchor bolt group centers. Maximum accumulation of 6mm per 30m not to exceed a total of 25mm. 6mm from anchor bolt group center to column line center. 5' -3" I. 5' -3" / 1�- , - - - - -- --- -- / 1 , 1 , M 1­1 LO N -- p i I � I � OL - \ ~dO Design Review H.D. Bolt Layout Plan Staff Approval Not to scale TOWN ii f 1L By Warren Campbell at 2:42 pm, Jul 15, 2014 Leva Model LS32 Architectural Umbrellas www.birdairumbrellas.com Blydalr Inc. Footing Detail FD -LS32 -08.10 sales@birdairumberllas.com