HomeMy WebLinkAbout11-A-3 - Architectural Site DetailsPRELIMINARYNOT FOR CONSTRUCTIONNot for permits, pricing or other official purposes.This document has not been completed or checked and is for general information or comment only.ISSUE DATES:3514 CEDAR SPRINGS ROAD DALLAS, TEXAS 75219 | PHONE: 469-607-0006SAEED MAHBOUBI AIASAEED MAHBOUBI ARCHITECTURE2/14/2025 2:22:03 PMJOB NO. 2024-08A NEW PROJECT FOR: EXCEPTIONAL HEALTHCARE02/14/2025ARCHITECTURAL SITEDETAILSMedical CenterBozeman, Montana200 NELSON ROADA-302/14/2025NO. DESCRIPTION DATE6" DIA.x48",
CONC. FILLED
PIPE BOLLARD,
REF. 3/AS1.2
CASTER, TYP.2/AS1.28" REINFORCED SP
FACED CMU WALL
REF. STRUCT.
BASE OF DESIGN:
TRENWYTH MESAS
BY OLD CASTLE
COLOR: REF.
ELEVATIONSCANE BOLT SLEEVES
@ OPEN & CLOSED
POSITIONS, TYP.
GATES TO OPEN
A FULL 180°, TYP.
11'-4"24'-0"1'-10"3'-6"10'-8"
4
AS1.2
AS1.2
6
8/AS1.23'-6"3'-6"1'-10"22'-8"2'-0"6'-0"6'-8"6'-0"2'-0"4'-6"
AS1.2
5
1/2" = 1'-0"1 SITE DETAILS_ENCLOSURE PLAN
CLOSE TOP OF POSTS
W/ STEEL PLATE
PTD. SOLID METAL DECKING
ATTACHED TO
STEEL FRAME
FOUR (4) HEAVY DUTY
HINGES EACH LEAF
10"X10"X1/4" STL. GUSSET
PLATES WELDED FLUSH
W/ STL. FRAME EA. LEAF
CORNER
6"X6"X1/4" GALV. STEEL
TUBE JAMB
2" X 2" X 3/16"
STL.
ANGLE "X"
BRACING EA.
LEAF
PAINT ALL GATE
HARDWARE -
GATES TO OPEN A
FULL 180°, TYP.8'-0"PER PLAN
AS1.2
10
AS1.2
9
6
AS1.2
1/2" = 1'-0"2 SITE DETAILS_ENCLOSURE ELEVATION2"1'-1"FIELD VERIFY3"FIELD VERIFY3"
5"
10"10"4"
VIEW FROM INSIDE ENCLOSURE
STL. GATE FRAME(S)
1/4" STL. BACK
PLATE(S)
WELD FLUSH WITH
GATE FRAME
1/4" STL. GUSSET
PLATE(S), WELD
FLUSH
WITH GATE FRAME
GATE CASTER AS
SPECIFIED - INSTALL
TO
ACCOMMODATE
PAVEMENT SLOPE
CHANGES
4
3" = 1'-0"8 SITE DETAILS-INSIDE ENCLOSURE AT CASTER
2"
1/2"
HEAVY DUTY PIVOT/HINGE -
WELD FLUSH WITH OUTSIDE
FACE OF TUBE POST -GATES
WILL BE ABLE TO OPEN A
FULL 180°, TYP.
SOLID METAL DECKING
ATTACHED TO CHANNEL
FRAME, PAINT
2" x 2" x 3/16" STEEL
ANGLE "X" BRACING
4" STEEL CHANNEL (C4x4.1)
FRAME
CONT. 4" x 8" x 3/8" GALV. STEEL ANGLE,
ANCHOR TO WALL W/ 1/2" EXP.
ANCHORS
@ 16" O.C.
6" x 6" x 3/8" GALV. STEEL TUBE
JAMB
WELDED TO STEEL ANGLE
REINFORCED CMU
DUMSPTER
ENCLOSURE WALL
PRIME & PAINT
3" = 1'-0"6 SITE DETAILS-ENCLOSURE JAMB
1"5"5"4"3" MIN.7" MAX.3"1'-4"3"VIEW FROM OUTSIDE ENCLOSURE
STEEL GATE FRAME(S)
NOTE:
ALL STL. TO
BE
GALVANIZE
D"L" LUGS, WELD TO TUBE
FRAME FACE TO HOLD
BOLTS IN RAISED
POSITION
CANE BOLTS, HEAVY DUTY
1"
DIA. SMOOTH STL. BARS
CANE BOLT SLEEVES,
GALV'D GALV'D STEEL 1
1/4"
I.D. PIPE, WELD TO FACE
TUBE FRAME
CANE BOLTS, HEAVY DUTY
1"
DIA. SMOOTH STL. BARS
STL. STOPS, WELD TO CANE
BOLTS TO PREVENT
REMOVAL
CANE BOLT SLEEVES 1 1/4" I.D.
GALV'D STL. PIPE, RECESSED
&
EPOXY CEMENTED INTO
CORED HOLES IN CONC. SLAB
(OPEN & CLOSED POSITIONS)
3" = 1'-0"10 SITE DETAILS-OUTSIDE ENCLOSURE AT CANE BOLT
PLAN VIEW OF CASTER
OUTSIDE GATE
INSIDE GATE4"T
3" = 1'-0"5 SITE DETAILS-CASTER PLAN
8" 2"8 1/2"4"10" 2"
1/2"
2" 5"
1"1 3/4"6"2 1/4"5"1/2"2"6 3/4"6 3/4"1/2"2"3 1/4" 2 1/2"2 1/2"3 1/4"1/2"2"5/8" DIA. STL. THROW BOLT
NOTE:
ALL STL. TO BE GALVANIZED
THROW BOLT GUIDE - 1/4"
STL. PLATE W/ 3/4" DIA.
HOLE,
WELD TO BACK PLATE -
TYP. OF 3
PADLOCK TONGUE -
1/4" STL.
PLATE W/ 1" DIA.
HOLE, WELD
TO BACK PLATE - TYP.
OF 2
1/4" STL. BACK PLATE(S),
WELD FLUSH WITH GATE
FRAME 5/8" DIA. STL. THROW BOLT
STL. GATE FRAME(S)
3" = 1'-0"9 SITE DETAILS-THROW BOLT DETAIL-2
1/2" PREMOLDED EXP. JOINT
FILLER -HOLD TOP DOWN 1/2",
FILL W/ TRAFFIC GRADE SEALANT
SITE PAVING,
REF. CIVIL DWGS.
REF. STRUCT. FOR
DUMPSTER PAD,
FOUNDATION
& SOILS INFO,
8" CMU WALL -REFER TO
STRUCTURAL DWGS. FOR
REINFORCING INFORMATION
8'-0"2" HIGH BLOCK CAP
10"1/2" = 1'-0"4 SITE DETAILS_ENCLOSURE SECTION