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HomeMy WebLinkAboutA023-Site Details_2019-08-01PRECAST (KBI - PIER CAP 1, SMOOTH PEAKED) CONCRETE SMOOTH PEAKED PIER CAP "PIER CAP 1" BY KBI IN COLOR CHARCOAL, WITH INTEGRAL COLOR DOWLS SET IN MORTAR BED. NOMINAL 8" CMU GROUTED SOLID 24" DEEP SQUARE FOUNDATION PER STRUCTURAL SECTION SECTION 8" 8" BRICK VENEER (4) #4 VERT W/HOOKS #3 TIES AT 16" O.C. MORTAR SCRATCH COAT, LATH, AND BRICK VENEER LATH OVER TOP OF WALL - LAP OVER WALL LATH 4" MIN., OR PER MANUFACTURER'S STANDARDS. FASTEN LATH AT VERTICAL WALL FACES ONLY. PLAN 1' - 4" 1' - 4 " PRECAST CAP 2 1 / 2 " 4 1 / 4 " 1' - 4" D E 9 10 11 12 A023 2 10' - 5 1/4" 37' - 0" TO F.O. STRUCTURAL WALL 3' - 8" 9' - 0 " 5 ' - 0 " 1/ 8 " / 1 2 " 1/ 8 " / 1 2 " -3' - 2 1/2" -3' - 1 3/4" -2' - 0 5/8" 1" / 12" -2' - 0" FD 1/ 8 " / 1 2 " PROVIDE GRADUAL RADIUSED SLOPE TO DRAIN A023 3 DECORATIVE CONCRETE. ASHLAR PATTERN. COLOR CHOSEN BY OWNER 4 A023 METAL STUD FRAMING PATIO WALL SEE 2/A023 PATIO COLUMN SEE 1/A023 PATIO COLUMN SEE 1/A023 CMU WALL BELOW, W/ THIN BRICK VENEER OVER 3/8" MORTAR BED (BRICK TO MATCH BUILDING) WEBER SUMMIT S -660 BUILT -IN GRILL, NATURAL GAS OPERATED, CONTRACTOR TO PROVIDE AND INSTALL C O O R D . W / W I D T H O F M A N U F . 3 ' - 8 " 1" COUNTERTOP OVERHANG EMERGENCY SHUT -OFF SWITCH CONCRETE ANCHOR TO WALL PATIO WALL SEE 2/A023 6 1 5 /1 6 " A023 5 MIN. 9 1/4" 2 ' - 1 0 " AUTOMATIC TIMER SHUT -OFF GAS VALVE AND IGNITION SWITCH MUST BE LOCATED BEHIND A LOCKED DOOR PANEL CONTRACTOR TO PROVIDE GAS LINE AND ELECTRICAL CONNECTIONS INCLUDING ALL VALVES AND SWITCHES PER LOCAL CODE REQUIREMENTS FULL BRICK VENEER, MATCH BUILDING WEBER GRILL; MODEL: SUMMIT S -660 BUILT -IN (NATURAL GAS MODEL) EMERGENCY SHUT -OFF SWITCH GRANITE FINISH SURFACE PER INTERIORS CONCRETE ANCHOR TO WALL GRANITE FINISH SURFACE PER INTERIORS EMERGENCY SHUT OFF SWITCH WEBER SUMMIT S -660 BUILT -IN GRILL, NATURAL GAS OPERATED, CONTRACTOR TO PROVIDE AND INSTALL 2 ' - 1 0 " BRICK VENEER TO MATCH BUILDING SEE ELECTRICAL DRAWINGS FOR POLE & LIGHT FIXTURE SPECIFICATIONS INTERIOR PAINTED WITH RUST INHIBITIVE PRIMER LIGHT POLE BASE BY OTHERS NON -SHRINK GROUT FINISH GRADE PROVIDE 1" CHAMFER AT ALL EXPOSED CONCRETE EDGES ELEVTRICAL CONDUUIT/GROUND WIRE/GROUND LUG, COORDINATE WITH ELECTRICAL AND MANUFACTURER REQUIREMENTS #4 HOOPS @ 9" O.C. (PROVIDE (2) ADDITIONAL HOOPS AT T.O.P. FOR 4-TOTAL HOOPS AT ANCHOR BOLT CONFINEMENT ZONE) (12) #5 FULL -HT. DOWELS, EQUALLY SPACED AT PERIMETER OF PIER 4" MIN. OF 1" ( -) COMPACTED AGGREGATE BASE OVER COMPACTED NATIVE SUBGRADE 18" DIA. SONO -TUBE - FORMED REINFORCED CONCRETE PIER STRUCTURAL FILL COMPACTED TO 90% OF ASTMD -698 8' X .75" COPPER WELD GROUND ROD #6. 75" CONDUIT 3'-0" TYP. (30" ABOVE PAVEMENT AT SIDEWALK OR LANDSCAPE) 3/4" DIA. X 20" ANCHOR RODS AND SETTING TEMPLATE SUPPLIED BY MANUFACTURER 3" ANCHOR ROD PROJECTION PROVIDE IN -LINE FUSE WITH INSULATED FUSE HOLDER HERE HAND HOLE COVER ANCHOR ROD SETTING DIAMETER AND LOCATION SPECIFICATION BY OTHERS LIGHT POLE BASE ANCHOPR ROD SUPPLIED BY OTHERS REINFORCED CONCRETE PIER PER SECTION N B -B NOTES: 1. PROVIDE GRADE 60 REINFORCING STEEL AND 4,500 PSI CONCRETE. 2. ALLOW 2" MIN. SIDE COVER, AND 3" MIN. BOTTOM COVER. 3. REFER TO STRUCTURAL CALCULATIONS FOR ADDITIONAL DETAIL REQUIREMENTS. 4. COORDINATE WITH ELECTRICAL DRAWINGS FOR ELECTRICAL REQUIREMENTS. V E R I F Y 6 ' - 0 " . V E R I F Y SECTION A -A SECTION B -B 16" LAP 1' - 0" 1 1 /4 " PRE -CAST COLORED CONCRETE CAP APPROVED BY OWNER SIDWALK PIPE GUARDRAIL PER 14/A463; EMBED IN RETAINING WALL CONCRETE RETAINING WALL 4 2 " M I N . V A R I E S BRICK VENEER, MATCH BUILDING SUPPORT ANGLE FOOTING PER 5/S303 ARCHITECT 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 JEFFREY A. AIA WILLIAMS PROJECT #: DRAWN BY: CHECKED BY: FI L E N A M E : TH E S E D R A W I N G S W E R E P R E P A R E D F O R T H E PR O J E C T I N . © JO H N S O N B R A U N D , I N C . T H E Y A R E N O T I N T E N D E D F O R U S E O N A N Y O T H E R P R O J E C T . Re v . Da t e D e s c r i p t i o n OW N E R / A P P L I C A N T STAMP SE T NO . DA T E DE S C R I P T I O N C: \ U s e r s \ g r e g e \ D o c u m e n t s \ 1 8 2 1 _ M R I B o z e m a n M T _ 1 8 0 6 0 7 _g r e g e j b . r v t 8 /2 /2 0 1 9 8 :4 6 :5 4 A M A023 SITE DETAILS BO Z E M A N H O T E L G R O U P , L L C SI T E A D D R E S S : 8 1 5 E . M A I N S T R E E T BO Z E M A N , M O N T A N A 5 9 7 1 5 Checker R E S I D E N C E I N N B O Z E M A N M T Author 1821 RE S I D E N C E I N N B O Z E M A N M T 17 3 5 S 1 9 T H A V E N U E , S U I T E B BO Z E M A N , M T 5 9 7 1 8 3/4" = 1'-0" 2 FENCE @ BBQ PATIO 1/8" = 1'-0" 1 BBQ PATIO 3/4" = 1'-0" 3 BBQ - PLAN DETAIL 3/4" = 1'-0" 4 BBQ - SECTION DETAIL 3/4" = 1'-0" 5 BBQ GRILL ELEVATION 3/4" = 1'-0" 6 LIGHT POLE FOUNDATION DETAIL 1" = 1'-0" 10 SITE RETAINING WALL 1 4 .1 9 .2 0 1 9 S I T E P L A N C Y C L E 2 R E S U B M I T T A L 2 0 6 .0 7 .2 0 1 9 S I T E P L A N C Y C L E 3 R E S U B M I T T A L