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HomeMy WebLinkAboutCD 15-07; CHASE FIELD SHADE STRUCTURE; Consistency DeterminationPLAN NORTH FOR TRUE NORTH SEE CUSTOMER'S SITE PLAN ' 1C I I I I I I / I / / / / / FOR FOOTING AND MOUNTING DETAIL REFER TO PAGE 3000 I I I 1A I \ I \ I \ / ~I ----=-----\ / / 32'-0" TOP VIEW (SCHEMATIC VIEW ONLY) FIN ISHED SURFACE 1A \ '-- FRONT ELEVATION (SCHEMATIC VIEW ONLY) \ \ \ \ \ \ '-- 18 18 MACHINE SWAGED ITEM 4 TO FIT SNUGLY INSIDE ITEM 2 (±1 /16" TOLERANCE) MACHINE SWAGED ITEM 2 TO FIT SNUGLY INSIDE ITEM 4 ARM (±1/16" TOLERANCE 2 PL.) 0:, ' L() I--I (.9 ' UJ :? :r: 0 >-... n:: 1--z UJ ITEM 2 18 1C I-- I (9 UJ , I N _, z m;:;; ::J .J 0 u ITEM 2 3/16 ITEM4 DETAIL 1 ITEMS 8,9,10,11,12 . , 3/16 ITEM 2 ITEM 1 3/8" GUSSET PLATE 3/16 ITEM 6 CABLE TERMINATION END 118 11 1/8 FABRIC PIN ITEM 3 MACHINE SWAGED ITEM 3 TO FIT SNUGLY INSIDE ITEM 2 (±1/16" TOLERANCE) FABRIC CUP CONNECTOR 4.5 GA 7 RD. TUBING VIEW A-A FIN ISHED SURFACE SIDE ELEVATION (SCHEMATIC VIEW ONLY) I I I I -~ --· - ITEM 7 (2 EACH SIDE) CABLE TERMINATION END "A" DETAIL 2 ' : ... '. 1A FABRIC THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC STRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. USASHADE & Fabric Structures• CORPORATE HEADQUARTERS 8505-A CHANCELLOR ROW DALLAS, TX, 75247 800-966-5005 CERTIFICATIONS: IAS CERTIFICATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (~IEVADA): 355 CUSTOMER: CITY OF CARLSBAD PARK & REC. PROJECT MAME: LOCATION: CHASE FIELD CARLSBAD, CA PROJECT NUMBER. 53488 STRUCTURE TYPE: TRIANGLE PRODUCT #301-CUST SIZE: 32' X 32' X 32' X 10'e SCALE : AS NOTED DRAWING SIZE: B 0 -, 0 -, > 0 "' ... -"' 0 -N 0 z 0 ~ () ::J c:: 1-- rJ) z 0 () c:: 0 u.. UJ rJ) <( UJ .J UJ c:: ------ () z . (.!) z UJ :.:: I () :s: c:: Cl UJ 1--<( Cl z 0 1--a. c:: () rJ) UJ Cl > UJ c:: Eng.By: JO 02/05/15 Design By: ov 02/05/15 Approved By : JO 02/05/15 DRAWING DESCRIPTION: VIEWS AND DETAILS DWG. 53488-1.0 PAGE 2000 REV. NC REINFORCED CONCRETE NOTES 1.-CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE BUILDING CODE. CONCRETE SPECIFICATIONS, SHALL BE AS FOLLOWS: -28 DAY STRENGTH: 2500 PSI -SLUMP: 3-5 -PORTLAND CEMENT SHALL CONFORM TO C-150 -AGGREGATE SHALL CONFORM TO ASTM C-33 2.-ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A-615 GRADE 60; AND SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL AND CRSI MANUAL OF STANDARD PRACTICE. 3.-ALL ANCHOR BOLTS SET IN NEW CONCRETE (WHEN APPLICABLE) SHALL COMPLY WITH ASTM F-1554 GRADE 55 (GALVANIZED). 4.-ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 5000 PSI, AND SHALL COMPLY THE REQUIREMENTS OF ASTM C109, ASTM C939, ASTM C1090, ASTM C1107, WHEN APPLICABLE. 5.-SOIL PARAMETERS FOR FOOTING ANALYSIS; TABLE 1806.2, CLASS: 5 X (TYP, UN.) TIES #3 I VERTICAL REBAR 6 #6 / (/ \, '.._ ---"" /, -~ 07, -6fr I TOP VIEW COLUMN ~ I z PROVIDE TAPER ~ STD SLOPE (1:12) FINISHED SURFACE TOC I'. • \ N I '7/ _'Ill ---- o_ • I (/) (') N ©) ~ f--z w (!) 2 1§) □ w I o_ 0 [IJ (/) 2 ' N M w 2 :::i 2 z I 2 ~ 0 ' co 0 I ~ 1§) 0.. (/) > f----....__ (/) I w O'.'. -----.., V __/ ,,> I 3" (MIN, 21-011 TYP UN) FOOTING TYPE 04 (EMBEDDED, PIH) (USE FOR CONSTRAINED CASES) PLAN NORTH FOR TRUE NORTH SEE CUSTOMER'S SITE PLAN "' -~ OJ ' f'.-- N ,-- I I I I I I I I I I I I I I I I , ,/' --'- ~TOC = 0.000 1C 16'-0" -- I I I o/ I I I I I -- 32'-0" 16'-0" ~TOC = 0.000 1A _, -------7 \JTv ' ' I \ I I \ I I \ I I \ I I \ I I \ I I \ I I \ I \ \ I \ I ~-- I \ I \ \ I \ I \ I \ I \ I \ I \ I \ I _l \ ' f\ I -------- TOC = 0.0~&$ FOUNDATION LOCATION PLAN (ELEVATIONS ARE IN FEET) (FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS) X (TYP, UN.) THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC STRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. USASHADE & Fabric Structures' CORPORATE HEADQUARTERS 8505-A CHANCELLOR ROW DALLAS, TX, 7524 7 800-966-5005 CERTIFICATIONS: IAS CERTIFICATIO~I ~lo FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA): 355 CUSTOMER: CITY OF CARLSBAD PARK & REC. PROJECT NAME: CHASE FIELD LOCATION: CARLSBAD, CA PROJECT NUMBER. 53488 STRUCTURE TYPE: TRIANGLE PRODUCT #301-CUST SIZE: 32' X 32' X 32' X 10'e SCALE : AS NOTED DRAWING SIZE: B 0 --, 0 --, > 0 "' ... -"' 0 -N 0 z 0 f--u ::, Cl'.: f-- (/) z 0 u Cl'.: 9?,0~ 0 u. </V ~-·1{ 1.,'V \i'-t-t. so;;; ~ w },~ >'r 1,; (/) !::? ~"! ~t-% [E ~ .:. m <{ a::: ~Jo. C32&12 ~ w Exp 12-31-15 ..J k w * Cl'.: >·"""' #' 0F CALI< ---- ( ---------------z-10-I5, (J z (!) z IJJ :,.:: :c (J s: Cl'.: □ IJJ f--<{ □ z 0 f--0.. c2 (J (/) w □ > w Cl'.: Eng. By: JO 02/05/15 Design By: ov 02/05/15 Approved By : JO 02/05/15 DRAWING DESCRIPTION: FOOTING DETAILS DWG. 53488-1.0 PAGE 3000 REV. NC