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HomeMy WebLinkAbout036 - AS1-1 - ARCHITECTURAL SITE DETAILS4' - 4 3/8" C.J. SLOPE TO DOOR DUMPSTER BY OWNER 6' - 8"16' - 0"6"10' - 8"5' - 0"6"10' - 6"8"10' - 6"6"DUMPSTER BY OWNER C.J. C.J. C.J. C.J.22' - 8"AS1.12 3 AS1.1 15' - 8" LINE OF ROOF ABOVE CANE BOLT & RECEIVER -TYP. CANE BOLT & RECEIVER -TYP.6' - 0"4"2' - 0 3/4"4" SOLID CMU CAP W/ SLOPED TOP, BEVEL END AND CORNER UNITS W/ MATCHING BEVEL - SLOPE INTO ENCLOSURE 8" SPLIT FACE CMU FOUNDATION -SEE STRUCTURAL GRADE VARIES PROVIDE SELF ADHERED FLASHING MEMBRANE BELOW CAP W/ WEEPS AT 24" O.C. ON BOTH SIDES OF WALL. CONCRETE SLAB - SEE CIVIL WEEPS @ 32" O.C. FLASHING -BLOKFLASH 8'-0" MIN. COATED METAL DRIP EDGE FLASHING AT EAVE AND RAKE, WITH CONT. CLEAT COMPOSITE SHINGLES, TO MATCH BUILDINGS, WITH FELT UNDERLAYMENT COATED STEEL PURLINS, SEE STRUCTURAL FOR SIZE AND SPACING, WITH STEEL END CAPS FRT PLYWOOD SHEATHING COATED STEEL BEAM WITH END CAPS, SEE STRUCTURAL COATED STEEL COLUMNS, SEE STRUCTURAL G.C. TO VERIFY MIN./MAX. HEIGHT W/ LOCAL JURISDICTIONAL AUTHORITIES & TRASH HAULER FIRST FLR 100' -0" SOLID CMU CAP, BEYOND ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED AND PAINTED HEAVY DUTY VINYL FENCE GATE TO MATCH ENCLOSURE - INSTALL TURN BUCKLES TO FORM SUPPORT ON BACK SIDE OF GATE GALV. TUBE STEEL GATE FRAMING WITH TURN BUCKLES AT HINGES HEAVY DUTY DOUBLE GATE FLIP LATCH EQUAL TO SENTRY BY DAC INDUSTRIES INC 6" DIA. CONC. FILLED BOLLARD -SEE DETAIL THIS SHEET, SIM. STAIR ENTRY 101' -0" ROOF STRUCTURE OPEN AIR BETWEEN MASONRY WLL AND ROOF SECOND FLR TOS -SR 111' -7 3/8" SECOND FLR BRG -SR 110' -1 3/8" THIRD FLR BRG -SR 119' -8 3/4" THIRD FLR TOS -SR 121' -2 3/4"6"3' - 0"1"4' - 0"ROUND TOP WITH CONCRETE 6" GALVANIZED STEEL PIPE - FILL w/ CONCRETE. SEE PLANS FOR LOCATIONS. SEAL JOINT AROUND POST GRADE OR PAVEMENT - SEE CIVIL 2' -0" DIA. CONCRETE FOUNDATION AREA OF SIGN TO BE 8 SF OR LESS PER BOZEMAN ZONING ORDINANCE SECTION 38.560.060.B.2 PROPOSED MONUMENT BASE (MATERIAL TO BE DETERMINED) NOTE: MONUMENT SIGN TO BE SET BACK A MINIMUM OF 5'-0" FROM PROPERTY LINES AND SHALL NOT BE LOCATED SIGHT DISTANCE TRIANGLE5' - 0" (MAXIMUM)1'-0" DIA CONCRETE FOUNDATION 6"2' - 6"4"PROVIDE SIGN(S) AS REQUIRED TO MEET ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS INCLUDING, BUT NOT LIMITED TO SIGN SIZE, FONT STYLE AND SIZE, VERBIAGE, GRAPHICS, COLOR, CONTRAST, AND REFLECTIVITY. MOUNT BOTTOM OF SIGN AT 6'-9" ABOVE WALKING SURFACES AND 5'-1" ELSEWHERE. 2" SQUARE SIGN POST -STEEL W/ BAKED ENAMEL BLACK FINISH GRASS -SEE CIVIL 6"2' - 6"CONCRETE OR ASPHALT PAVING -SEE CIVIL PEDESTAL MAILBOXES - (TYP.) 6" X 6" TREATED WOOD POST (TYP.) LINE OF ROOF STRUCTURE ABOVE AS1.19 AS1.1 8 1570-8/4 1570-8/4 1570-8/4 1570-14/2 1570-14/2 1570-14/2 1570-16/2 1570-16/2 1570-16/2 1570-16/2 1570-16/21570-16/21570-16/21570-16/21570-16/21570-16/21570-16/21590-T21590-T2 FIRST FLR 100' -0" PEDESTAL MAILBOXES (11) 1570-16/2 (3) 1570-14/2 (3) 1570-8/4 (2) 1590-T2 6x10 PRESSURE TREATED WOOD BEAM (BOTH SIDES) 6X6 PRESSURE TREATED POST (TYP.)3' - 6"4' - 0"FIRST FLR 100' -0" 4" 1'-0"8' - 0"3' - 6"4' - 0"BRG HEIGHT 8' - 0" 6X6 PRESSURE TREATED POST (TYP.) 18" DIA. CONCRRETE FOOTING W/(4) #4 BARS VERTICAL AND #3 TIES @12" OC HORIZONTAL 4" CONCRETE SLAB 6X10 PRESSURE TREATED BEAM 2X BLOCKING W/SIMPSON A35 CLIP @24" OC SIMPSON H2.5T CLIP EACH JOIST (TYP.) SIMPSON PC6Z/EPC6Z POST CAP FROM BEAM TO COLUMN (TYP.) 2X6 @24" OC 3/4" ROOF SHEATHING ASPHALT SHINGLES 2X6 SHAPED BLOCKING AS REQUIRED (TYP.) ISSUANCE PROJECT NUMBER Copyright © 2024 HDJ Inc. All Rights Reserved Autodesk Docs://DevCo Graf Street - Canter Bozeman MT 2023.0085/2023.0085 - Arch.rvt3/20/2024 9:18:04 AM2023.0085ALDER RIDGE & SAGE PEAKAPARTMENTSGRAF ST. APARTMENTS, LLCAS1.1 ARCHITECTURAL SITE DETAILSGRAF STREET, BOZEMAN. MT 597151/4" = 1'-0"AS1.1 DUMPSTER ENCLOSURE PLAN1 1/2" = 1'-0"AS1.1 DUMPSTER WALL SECTION3 1/4" = 1'-0"AS1.1 DUMPSTER ELEVATION2 1/2" = 1'-0"AS1.1 BOLLARD DETAIL4 1/2" = 1'-0"AS1.1 MONUMENT SIGN5 3/4" = 1'-0"AS1.1 ACCESSIBLE PARKING SIGN DETAIL6 NO. DATE DESCRIPTION 1 2024.03.19 SITE PLAN SUBMISSION 1/4" = 1'-0"AS1.1 MAIL KIOSK PLAN7 1/4" = 1'-0"AS1.1 MAIL KIOSK FRONT ELEVATION8 1/2" = 1'-0"AS1.1 MAIL KIOSK SECTION9