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HomeMy WebLinkAboutB14-0012 REV1 plan APPROVEDPAVING, SEE CIVIL TOC TAPERED STONE VENEER, SEE ARCH 4' - 0 " M I N STONE CAP SEE ARCH T/FOOTING T/LEDGE 2' - 0 " #6@12" OC EW, T&B 3" C L R 2" C L R A A STD HOOK, TYP 3/4"Øx4" HAS AT 12" OC EF OF HSS COL. #4 TIE SETS AT 12" OC. (2) TIE SETS AT 3" OC AT TOP (12) #9 VERT CONST JOINT B 1' - 6 " M I N 1 1 / 2 " N S G R O U T AB O V E N U T 2" M I N PR O J E C T I O N 3/4"Ø ANCHOR RODS BASE PL3/4x16x16 W/ 1 1/4"Ø HOLES PL WASHER 1/4x2x2 W/ STD HOLE 1/4 2" TYP BVENEER TIES, SEE ARCH 1/4 (2) SIDES TYP AT PL WASHER SEE PLAN SEE PLAN SEE PLAN RFI O-1 21 3 4 STRUCTURAL FILL SEE GEOTECH RECOMMENDATIONS SLOPE PER OSHA NOTES: 1. OVEREXCAVATE 4'-0" MINIMUM BELOW BOTTOM OF FOOTING. 2. OVEREXCAVATE 2'-0" MINIMUM BELOW PAVING. 3. THE GEOTECH SHALL VERIFY THE SUITABILITY OF THE EXISTING SOIL AFTER OVEREXCAVATION AND PRIOR TO PLACEMENT OF THE ENGINEERED FILL. 4. SEE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS FOR ADDITIONAL EARTHWORK REQUIREMENTS. MI N 4' - 0 "MI N 2'- 0 " . 1/4" PREFORMED JT FILLER OVER FULL SLAB DEPTH, FILLER SHALL NOT PROTRUDE ABOVE SLAB ELASTOMERIC JT SEALANT WHERE REQD (SEE ARCH) 12" 12" WWR 6x6-W2.9xW2.9 VA R I E S , 4 " M I N #3x@16" W/(4) #4xCONT 1" C L R TYPICAL POST-INSTALLED REBAR OPTION ADHESIVE ANCHOR 2" C L R 1" CLR S310 6 #5@12" OC EW 2" CLR 3" C L R SEE PLAN 1'- 0 " 1'-8" PAVING. SEE CIVIL T/STONE LEGDE = SEE PLAN T/WALL = SEE PLAN (2) #5xCONT 4' - 0 " M I N - 3" 2 1/2"SEE PLAN - - 12 S310 9" 9" LTS CORNER BAR TO MATCH HORIZ REINF #3 TIES @ 10" OC WITH (2) TIES AT 3" OC TOP (4) #5 VERT NOTE: -BASE PLATE AND COLUMN NOT SHOWN FOR CLARITY PAVING. SEE CIVIL S310 4 #4x 2' - 6 " 2'-6" @ 18" OC ASTM A706 AND FIELD BEND DOWN 8" 2" #4x4'-0"@ 18" OC 3'-0"3'-0" 1' - 6 " 4'- 0 " M I N - - 2 1/2"3"3"2" 2" 3" 3" 2 1 / 2 " 3 1/2"7" 7" 3 1 / 2 " (6) #5 EW, T&B A A FOR ADDNL REQTS AT BASE PLATE, SEE /2 S310 T/WALL SEE PLAN TRV BY SHEET No. DRAWN BY SCALE: CHK BY PROJECT No.DATE ISSUED FOR: DATENo.COMMENT SEAL 10 1 E l P a s e o Sa n t a B a r b a r a , C a l i f o r n i a 9 3 1 0 1 (8 0 5 ) 9 6 3 - 6 8 9 0 F A X ( 8 0 5 ) 9 6 3 - 8 1 0 2 AR C H I T E C T U R E - P L A N N I N G - I N T E R I O R S AN D A S S O C I A T E S , I N C . Z E H R E N 48 E a s t B e a v e r C r e e k B l v d . , S u i t e 3 0 3 P. O . B o x 1 9 7 6 - A v o n , C o l o r a d o 8 1 6 2 0 (9 7 0 ) 9 4 9 - 0 2 5 7 F A X ( 9 7 0 ) 9 4 9 - 1 0 8 0 LA N D S C A P E A R C H I T E C T U R E Co p y r i g h t © 2 0 1 3 b y Z e h r e n & A s s o c i a t e s I n c . Be a u d i n G a n z ME C H A N I C A L Be a u d i n G a n z EL E C T R I C A L ST R U C T U R A L Ma r t i n & M a r t i n CI V I L Ma r t i n & M a r t i n So u t h F r o n t a g e R d W e s t Li o n s h e a d P a r k i n g E n t r y VA I L , C O L O R A D O DE S I G N E R S : S M , K H DA T E P R I N T E D : MM J O B # : 1 3 . 0 7 1 9 . S . 0 1 PR I N C I P A L : P D EO R : P D PR O J E C T M A N A G E R : S M KHPD MAY 21, 2014 5/ 2 1 / 2 0 1 4 7 : 5 9 : 3 0 A M C: \ P r o j \ 1 3 . 0 7 1 9 - L H E n t r y - R S 1 3 _ k e v i n h . r v t S310 ENTRY CANOPY FOUNDATION DETAILS 13.0719.S.01Dec. 30, 2013 NO SCALE2 ENTRY COLUMN FOUNDATION 1/8" = 1'-0"10 FILL SECTION NO SCALE6 TYP SOG ISOLATION JOINT NO SCALE8 TYP SOG EQUIP PAD 1" = 1'-0"4 BOILER/COUNT ROOM GRADE BEAM NO SCALE3 GRADE BEAM CORNER NO SCALE5 BOILER/COUNT ROOM GRADE BEAM AT THRESHOLD NO SCALE12 BOILER/COUNT ROOM COLUMN FOUNDATION 12-30-1350% CD 01-27-1490% CD 02-12-14BID/PERMIT 03-28-14IFC