PC4097_DeLand_Library_Play_Yard_CD_10.22.25.pdf
PDF 3 MB Posted
- Attached to
- Deland Regional Library Play Yard Walkway
- Solicitation number
- 26-B-55JS
- Issued by
- Volusia County, Florida
About this file
This is a construction bid package issued by Volusia County, Florida for the Deland Regional Library Play Yard Walkway project located at 130 East Howry Avenue in DeLand. The project scope includes demolition of approximately 6,700 square feet of existing concrete and asphalt paving; construction of a 5-inch thick reinforced concrete playground slab (approximately 4,800 square feet); installation of 6-foot high aluminum fencing with gates and emergency exit provisions; a 42-inch high aluminum guardrail; new concrete sidewalks; landscape restoration with Bahia sod and temporary irrigation; removal and replacement of a hollow metal steel door with a new aluminum/glass storefront door; and interior improvements including masonry work and electrical/low-voltage wiring. The project will create an ADA-compliant outdoor playground facility with two recreation areas—a grass play area and a paved play area with playground equipment for ages 2-12. A non-mandatory pre-bid meeting is scheduled for March 12, 2026 at 9:00 a.m. Questions must be submitted by March 19, 2026 at 11:59 p.m., with responses provided by April 2, 2026 at 3:00 p.m. through the County's eProcurement Portal. Sealed bids are due April 2, 2026. The contract will be awarded to the lowest responsive and responsible bidder, with substantial completion required within 150 days and final completion within 180 days of the Notice to Proceed. Liquidated damages of $250 per day apply for delays beyond the substantial completion date. All bids must remain firm for 120 days after opening.
The estimated construction cost is $250,000. This federally assisted project is funded in part by Community Development Block Grant and Volusia ECHO Grant funding, making it subject to Davis-Bacon Act prevailing wage requirements, Copeland Act anti-kickback provisions, and bonding requirements under 24 CFR Part 85.36. The contractor must ensure that at least 25 percent of total labor hours are performed by Section 3 workers and at least 5 percent by Targeted Section 3 workers. Contractors must comply with Minority and Women-Owned Business Enterprise (M/WBE) requirements and submit Section 3 certification forms, Section 3 Project Workforce forms documenting all employees and wage classifications, and monthly activity reports by the 10th of each month. Build America, Buy America (BABA) certification forms must be submitted pre-construction and upon project completion, certifying that all iron, steel, non-ferrous metals, lumber, and composite materials are U.S.-manufactured. The prime contractor must provide a bid bond equal to 5 percent of the bid amount and, upon award, secure payment and performance bonds equal to 100 percent of the contract price. Required insurance includes Workers Compensation with Florida statutory coverage and waiver of subrogation; Commercial General Liability with minimum limits of $1,000,000 per occurrence and $2,000,000 general aggregate with the County named as additional insured; Auto Liability with combined single limits of $1,000,000; and Installation Floater coverage on an all-risk basis.
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Text version
DRAWING NO.
AE PROJECT NUMBER
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DO
CU
ME
NT
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IS
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DO DO
25028/12/2025
JOHN E. HALL AR0010727
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SHEET TITLE
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AD100
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TOP RAIL 2" X 4" OR WIRE
REBAR SAFETY CAP (IF USED)
2" X 4" POSTS, "W" CHANNEL
OR REBAR POSTS 8' O.C.
MAX
PLACE FENCE AT T.P.Z
ORANGE POLYPROPYLENE TREE PROTECTION
FENCING (ATTACH TO POST & TOP RAIL
USING NYLON ZIP TIES OR WIRE)
TREE PROTECTION FENCING DETAIL
N.T.S.
P-LA-TRE-TREE1-01
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6" BFP
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2" BFP
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5' SIDEWALK
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3 STORY COMMERCIAL BUILDING
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REMOVE CONCRETE PAVING ENTIRELY THIS AREA
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REMOVE CONCRETE PAVING ENTIRELY THIS AREA
AutoCAD SHX Text REMOVE ASPHALT PAVING AND BASE ENTIRELY THIS AREA, IMPORT CLEAN FILL AND GRADE TO MATCH SURROUNDING GRADES
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AutoCAD SHX Text NOTES: 1. SEE PLANS FOR LOCATION OF TREE PROTECTION FENCES 2. ALL TREE PROTECTION FENCES MUST BE INSTALLED PRIOR TO CLEARING 3. NO GRADING SHALL OCCUR WITHIN THE T.P.Z AREA 4. NO PARKING VEHICLES WITHIN DRIP-LINE 5. NO SKINNING OR BRUISING OF TREE BARK 6. NO STOCK PILING OF DEBRIS OR MATERIALS 7. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT 8. ANY VEGETATION REMOVED WITHIN THE T.P.Z SHALL ONLY BE DONE BY HAND
AutoCAD SHX Text TREE PROTECTION ZONE (T.P.Z): (1) ONE FOOT RADIUS FOR EACH (1) ONE INCH OF TRUNK DIAMETER
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MIN. 3' HIGH
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2' MIN.
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INDICATES TREES TO BE PROTECTED PER DETAIL THIS SHEET (TYPICAL)
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DO
CU
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25028/12/2025
JOHN E. HALL AR0010727
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AutoCAD SHX Text 37.96
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CD16
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CD20
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NEW 42" HIGH ALUM. GUARDRAIL, SEE A/A300
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NEW 5' WIDE ALUM. GATE
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NEW 10' WIDE DBL. GATE (6' HIGH) PROVIDE HARDWARE FOR PADLOCK
AutoCAD SHX Text PROVIDE 12" X 24" TURNED DOWN EDGE FULL LENGTH OF SIDEWALK AT BUILDING, SEE DETAIL B/A200
AutoCAD SHX Text PROVIDE A 5" THICK CONCRETE SLAB WITH WELDED WIRE FABRIC OVER COMPACTED FILL, PROVIDE A 12" HIGH X 4" WIDE RIBBON CURB WITH WEEP HOLES 48" O.C. CONTINUOUS ALONG EAST SIDE OF SLAB, SEE DETAIL A/A200
AutoCAD SHX Text
T.O. CURB 40.0' CURB 40.0'
AutoCAD SHX Text
T.O. CURB 39.0'
AutoCAD SHX Text
T.O. CURB 39.5'
AutoCAD SHX Text
T.O. CURB 38.5'
AutoCAD SHX Text A200
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text A200
AutoCAD SHX Text B
AutoCAD SHX Text HATCH INDICATES NEW BAHIA SOD AND TEMPORARY IRRIGATION THIS ENTIRE AREA AND MOWING UNTIL TURF IS ESTABLISHED
AutoCAD SHX Text
IMPERVIOUS AREA CALCULATIONS:
AutoCAD SHX Text DEMO OF EXISTING CONC. & ASPHALT PAVING: -6,700 S.F. NEW PLAYGROUND AREA: +4,800 S.F. NEW SIDEWALK AREA: +800 S.F. +800 S.F. NET REDUCTION OF IMPERVIOUS AREA: -1,100 S.F.
AutoCAD SHX Text 51'-0" +/-
AutoCAD SHX Text 96'-0"+/-
AutoCAD SHX Text
TIE NEW FENCE INTO EXISTING CHAINLINK FENCE
AutoCAD SHX Text 10' x 10' BLOCK-OUT IN SLAB, PLAYGROUND INSTALLER TO COMPLETE THIS PORTION OF THE SLAB AFTER INSTALLATION OF FOUNDATION
AutoCAD SHX Text 46'-9"
AutoCAD SHX Text 13'-0"
AutoCAD SHX Text
FIN. FLR. 43.15 +/-
AutoCAD SHX Text
T.O. SLAB 43.15'SLAB 43.15'
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AutoCAD SHX Text
T.O. SLAB 42.6'SLAB 42.6'
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
T.O. SLAB 40.0' SLAB 40.0'
AutoCAD SHX Text
T.O. SLAB 42.4'SLAB 42.4'
AutoCAD SHX Text
PROVIDE 12" CLEARANCE AT STRIKE SIDE OF GATE
AutoCAD SHX Text
GRADE THIS AREA TO BE FLUSH WITH TOP OF CONC. CURB
AutoCAD SHX Text
NEW 42" HIGH ALUM. GUARDRAIL, SEE A/A300
AutoCAD SHX Text
NEW 6' HIGH ALUM. FENCING, SEE B/A300
AutoCAD SHX Text
NEW 6' HIGH ALUM. FENCING, SEE B/A300
AutoCAD SHX Text
NEW 6' HIGH ALUM. FENCING, SEE B/A300
AutoCAD SHX Text
NEW 10' WIDE DBL. GATE (6' HIGH) PROVIDE HARDWARE FOR PADLOCK
AutoCAD SHX Text
NEW 6' HIGH ALUM. FENCING, SEE B/A300
AutoCAD SHX Text
NEW 6' HIGH ALUM. FENCING, SEE B/A300
AutoCAD SHX Text
NEW 6' HIGH ALUM. FENCING, SEE B/A300
AutoCAD SHX Text NEW 6' HIGH X 5-'0" WIDE EMERGENCY EXIT GATE, PROVIDE PANIC DEVICE WITH NO EXTERIOR TRIM, CYLINDER LOCK ONLY AND SELF CLOSING HINGES, SEE DETAILS ON SHEET A300
AutoCAD SHX Text PROVIDE SAWCUT CONTROL JOINTS (1" DEEP) WHERE INDICATED, MUST BE CUT WITHIN 12 HOURS OF PLACEMENT
AutoCAD SHX Text
EQ.
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EQ.
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EQ.
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EQ.
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EQ.
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EQ.
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EQ.
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EQ.
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SLOPE
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SLOPE
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SLOPE
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[" / FT.
AutoCAD SHX Text
[" / FT.
AutoCAD SHX Text
[" / FT.
AutoCAD SHX Text
T.O. SLAB 38.42'
AutoCAD SHX Text
T.O. SLAB 37.92'
AutoCAD SHX Text
T.O. SLAB 38.92'
AutoCAD SHX Text
T.O. SLAB 39.42' SLAB 39.42'
AutoCAD SHX Text
RESTORE DISTURBED GRADE FULL LENGTH OF SWALE AND SOD AS REQUIRED, TYPICAL
RESTORE DISTURBED GRADE FULL LENGTH CONC. SLAB AND SIDEWALK, PROVIDE SOD AS REQUIRED, TYPICAL
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
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SHEET TITLE
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SITE FURNISHINGS (N.I.C.)
AutoCAD SHX Text
3 STORY COMMERCIAL BUILDING
AutoCAD SHX Text
TOB
AutoCAD SHX Text
TOB
AutoCAD SHX Text
TOB
AutoCAD SHX Text
TOB
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
TOB
AutoCAD SHX Text
TOB
AutoCAD SHX Text
SWALE
AutoCAD SHX Text
SWALE
AutoCAD SHX Text 37.90
AutoCAD SHX Text 37.35
AutoCAD SHX Text 37.21
AutoCAD SHX Text 37.03
AutoCAD SHX Text 37.14
AutoCAD SHX Text 37.17
AutoCAD SHX Text 36.90
AutoCAD SHX Text 37.47
AutoCAD SHX Text 37.85
AutoCAD SHX Text 37.86
AutoCAD SHX Text 37.96
AutoCAD SHX Text 38.35
AutoCAD SHX Text 38.76
AutoCAD SHX Text 38.56
AutoCAD SHX Text 39.03
AutoCAD SHX Text 39.23
AutoCAD SHX Text 39.61
AutoCAD SHX Text 40.05
AutoCAD SHX Text 41.77
AutoCAD SHX Text 37.92
AutoCAD SHX Text 37.81
AutoCAD SHX Text 40.02
AutoCAD SHX Text 39.87
AutoCAD SHX Text 36.89
AutoCAD SHX Text 37.08
AutoCAD SHX Text 39.84
AutoCAD SHX Text 40.92
AutoCAD SHX Text 40.74
AutoCAD SHX Text 40.67
AutoCAD SHX Text 40.45
AutoCAD SHX Text 39.91
AutoCAD SHX Text 38.25
AutoCAD SHX Text 38.32
AutoCAD SHX Text 37.92
AutoCAD SHX Text 37.92
AutoCAD SHX Text 36.97
AutoCAD SHX Text 38.66
AutoCAD SHX Text 39.13
AutoCAD SHX Text 39.30
AutoCAD SHX Text 39.24
AutoCAD SHX Text 39.48
AutoCAD SHX Text
CD16
AutoCAD SHX Text
CD20
AutoCAD SHX Text 40.10
AutoCAD SHX Text 39.72
AutoCAD SHX Text 39.14
AutoCAD SHX Text 39.32
AutoCAD SHX Text 39.79
AutoCAD SHX Text 40.45
AutoCAD SHX Text 39.21
AutoCAD SHX Text 39.13
AutoCAD SHX Text 38.90
AutoCAD SHX Text 37.31
AutoCAD SHX Text 37.71
AutoCAD SHX Text 37.83
AutoCAD SHX Text 37.97
AutoCAD SHX Text 38.65
AutoCAD SHX Text 38.65
AutoCAD SHX Text 39.01
AutoCAD SHX Text 38.07
AutoCAD SHX Text 38.40
AutoCAD SHX Text 38.39
AutoCAD SHX Text 38.32
AutoCAD SHX Text 38.38
AutoCAD SHX Text 38.43
AutoCAD SHX Text 38.40
AutoCAD SHX Text 38.51
AutoCAD SHX Text 38.59
AutoCAD SHX Text 38.66
AutoCAD SHX Text 38.24
AutoCAD SHX Text 40.35
AutoCAD SHX Text 39.59
AutoCAD SHX Text 40.94
AutoCAD SHX Text 41.38
AutoCAD SHX Text 42.84
AutoCAD SHX Text 42.90
AutoCAD SHX Text 42.69
AutoCAD SHX Text 42.69
AutoCAD SHX Text 42.56
AutoCAD SHX Text 42.65
AutoCAD SHX Text 41.30
AutoCAD SHX Text 41.76
AutoCAD SHX Text 40.51
AutoCAD SHX Text 39.38
AutoCAD SHX Text 39.2
AutoCAD SHX Text 38.1
AutoCAD SHX Text 38.1
AutoCAD SHX Text 38.9
AutoCAD SHX Text 38.7
AutoCAD SHX Text 38.3
AutoCAD SHX Text 38.2
AutoCAD SHX Text 38.2
AutoCAD SHX Text 38.0
AutoCAD SHX Text 39.0
AutoCAD SHX Text 36.66
AutoCAD SHX Text 36.94
AutoCAD SHX Text 37.89
AutoCAD SHX Text 38.48
AutoCAD SHX Text 38.92
AutoCAD SHX Text 39.57
AutoCAD SHX Text 39.34
AutoCAD SHX Text 39.00
AutoCAD SHX Text 39.34
AutoCAD SHX Text 39.23
AutoCAD SHX Text 39.29
AutoCAD SHX Text 39.29
AutoCAD SHX Text 39.27
AutoCAD SHX Text 38.76
AutoCAD SHX Text 38.39
AutoCAD SHX Text 38.14
AutoCAD SHX Text 38.16
AutoCAD SHX Text 38.11
AutoCAD SHX Text 38.09
AutoCAD SHX Text 37.99
AutoCAD SHX Text 37.68
AutoCAD SHX Text 38.10
AutoCAD SHX Text 38.19
AutoCAD SHX Text 38.04
AutoCAD SHX Text 37.96
AutoCAD SHX Text 37.73
AutoCAD SHX Text 36.84
AutoCAD SHX Text 37.3
AutoCAD SHX Text 37.5
AutoCAD SHX Text 38.1
AutoCAD SHX Text 38.1
AutoCAD SHX Text 38.3
AutoCAD SHX Text 38.2
AutoCAD SHX Text 37.9
AutoCAD SHX Text 38.2
AutoCAD SHX Text 38.1
AutoCAD SHX Text 38.4
AutoCAD SHX Text 37.9
AutoCAD SHX Text
MY
AutoCAD SHX Text
MY
AutoCAD SHX Text
MY
AutoCAD SHX Text
MY
AutoCAD SHX Text
MY
AutoCAD SHX Text
MY
AutoCAD SHX Text
MY
AutoCAD SHX Text
MY
AutoCAD SHX Text
MY
AutoCAD SHX Text
OK15
AutoCAD SHX Text
OK23/22/21/17
AutoCAD SHX Text
OK34
AutoCAD SHX Text
PM12
AutoCAD SHX Text
PM12
AutoCAD SHX Text
PM12
AutoCAD SHX Text
PM14
AutoCAD SHX Text
PM16
AutoCAD SHX Text
PM16
AutoCAD SHX Text
PM16
AutoCAD SHX Text
PM17
AutoCAD SHX Text
PM17
AutoCAD SHX Text
PM18
AutoCAD SHX Text
PM20
AutoCAD SHX Text
PM21
AutoCAD SHX Text
PM22
AutoCAD SHX Text
PM24
AutoCAD SHX Text
PN21
AutoCAD SHX Text
SG24
AutoCAD SHX Text 37.6
AutoCAD SHX Text 37.1
AutoCAD SHX Text 36.0
AutoCAD SHX Text 37.6
AutoCAD SHX Text 36.0
AutoCAD SHX Text 36.4
AutoCAD SHX Text 36.4
AutoCAD SHX Text 37.5
AutoCAD SHX Text 36.6
AutoCAD SHX Text 36.1
AutoCAD SHX Text 35.8
AutoCAD SHX Text 35.8
AutoCAD SHX Text 36.5
AutoCAD SHX Text 37.9
AutoCAD SHX Text 37.7
AutoCAD SHX Text 38.8
AutoCAD SHX Text 38.8
AutoCAD SHX Text 38.7
AutoCAD SHX Text 38.9
AutoCAD SHX Text 39.2
AutoCAD SHX Text 41.5
AutoCAD SHX Text 41.4
AutoCAD SHX Text 41.8
AutoCAD SHX Text 42.3
AutoCAD SHX Text 42.1
AutoCAD SHX Text 41.4
AutoCAD SHX Text 41.3
AutoCAD SHX Text 41.3
AutoCAD SHX Text 41.0
AutoCAD SHX Text 41.0
AutoCAD SHX Text 40.4
AutoCAD SHX Text 40.3
AutoCAD SHX Text 40.0
AutoCAD SHX Text 40.0
AutoCAD SHX Text 39.8
AutoCAD SHX Text 39.9
AutoCAD SHX Text 38.5
AutoCAD SHX Text 38.3
AutoCAD SHX Text 39.7
AutoCAD SHX Text 38.6
AutoCAD SHX Text 39.5
AutoCAD SHX Text 38.8
AutoCAD SHX Text 39.0
AutoCAD SHX Text 39.8
AutoCAD SHX Text 39.2
AutoCAD SHX Text 40.0
AutoCAD SHX Text
LP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RIGHT-OF-WAY LINE
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
STAIR 'A'
AutoCAD SHX Text
CHILDREN'S AREA
AutoCAD SHX Text
DISPLAY
AutoCAD SHX Text
OFFICE
AutoCAD SHX Text
A-V/LARGE PRINT
AutoCAD SHX Text
MEN
AutoCAD SHX Text
WOMEN
AutoCAD SHX Text
CLOSED STACKS
AutoCAD SHX Text
JAN.
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
UP
AutoCAD SHX Text
STAIR 'C'
AutoCAD SHX Text
CORRIDOR
AutoCAD SHX Text
A-V STORAGE
AutoCAD SHX Text
VIEWING
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
CONF. / SEMINAR
AutoCAD SHX Text
MECHANICAL
AutoCAD SHX Text
STAIR 'B'
AutoCAD SHX Text
BREAK ROOM
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
GEN.
AutoCAD SHX Text
ELEC.
AutoCAD SHX Text
STAFF TOILET
AutoCAD SHX Text
STAFF TOILET
AutoCAD SHX Text
ELEV. EQUIP.
AutoCAD SHX Text
SITE FURNISHINGS (N.I.C.)
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text N
AutoCAD SHX Text
NEW PLAYGROUND (N.I.C.)
10' x 10' BLOCK-OUT IN SLAB, PLAYGROUND INSTALLER TO COMPLETE THIS PORTION OF THE SLAB AFTER INSTALLATION OF FOUNDATION
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DO
CU
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NT
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25028/12/2025
JOHN E. HALL AR0010727
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SHEET TITLE
H A L L
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DAVID D. OGLE AR93986
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A200
PARTIAL FLOOR PLAN
AutoCAD SHX Text
UP
AutoCAD SHX Text
STAIR 'A'
AutoCAD SHX Text
OFFICE
AutoCAD SHX Text
STAIR 'C'
AutoCAD SHX Text
PARTIAL FLOOR PLAN
AutoCAD SHX Text
SCALE: [" = 1'-0"
AutoCAD SHX Text REMOVE EXISTING HOLLOW METAL DOOR AND FRAME, REPLACE WITH 3'-0" X 7'-0" ALUM. IMPACT RATED STOREFRONT DOOR, REFER TO SPECIFICATIONS AND DETAILS ON SHEET A300
AutoCAD SHX Text
NEW SIDEWALK AND ALUMINUM GUARDRAIL
AutoCAD SHX Text
PLAYGROUND PERIMITER DETAIL
AutoCAD SHX Text
SCALE: 1 \" = 1'-0"
AutoCAD SHX Text A200
AutoCAD SHX Text A
AutoCAD SHX Text
PLAYGROUND SURFACE BY OTHERS
AutoCAD SHX Text
4" X 12" CONC. CURB CONT. AROUND ENTIRE PLAYGROUND
AutoCAD SHX Text
6' ALUMINUM FENCE, SEE SHEET A200
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
1\" WEEPHOLES 48" O.C.
AutoCAD SHX Text
5" CONC. SLAB W/ 6X6 - 10/10 WWF
AutoCAD SHX Text 7"
AutoCAD SHX Text N
AutoCAD SHX Text
SIDEWALK ALONG BUILDING FACE
AutoCAD SHX Text
SCALE: 1 \" = 1'-0"
AutoCAD SHX Text A200
AutoCAD SHX Text B
AutoCAD SHX Text
FACE OF EXISTING BUILDING
AutoCAD SHX Text
ALUM. GUARDRAIL, SEE DETAIL A/A300
AutoCAD SHX Text
EXPANSION JOINT W/ TRAFFIC RATED SELF LEVELING SEALANT
AutoCAD SHX Text
4" CONC. SIDEWALK W/ 6X6 - 10/10 WWF
AutoCAD SHX Text
CORE DRILL MIN. 6" AND FILL WITH EPOXY NON-SHRINK GROUT
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
2 - #5'S CONTINUOUS
AutoCAD SHX Text
EXIST. GRADE
AutoCAD SHX Text SLOPE e"/FT. MIN.
AutoCAD SHX Text A200
AutoCAD SHX Text B
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text
#4'S TRANSVERSE @ 24" O.C.
AutoCAD SHX Text
COMPACT SOIL TO 95% DENSITY
AutoCAD SHX Text
5'-0" MIN. CLEAR
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
MIN. 3'-0" EMBEDMENT
EMBED POSTS IN CONCRETE
DRAWN BYDESIGNED BY
ARCH/ENGR OF RECORD
ISSUE DATE
DO
CU
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H A L L
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DAVID D. OGLE AR93986
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DETAILS
AutoCAD SHX Text
2" X .125" SQ. POSTS
AutoCAD SHX Text
2.625" X 1.5" X .093" OVAL TOP CAP
AutoCAD SHX Text
1" X .0625" SQ. PICKETS
AutoCAD SHX Text
2" X 1" X .125" CHANNEL
AutoCAD SHX Text
TOP OF SIDEWALK/THICKENED EDGE
AutoCAD SHX Text
CORE DRILL MIN. 6", FILL W/ EPOXY NON-SHRINK GROUT
AutoCAD SHX Text
EXISTING FLOOR SLAB
AutoCAD SHX Text
(SEE SHEET A100)
AutoCAD SHX Text
NEW SIDEWALK
AutoCAD SHX Text
ALUMINUM STOREFRONT DOOR, SEE SPECIFICATIONS
AutoCAD SHX Text
ALUMINUM ADA THRESHOLD SET IN SEALANT
AutoCAD SHX Text
IMPACT GLAZING BY STOREFRONT DOOR MFR.
AutoCAD SHX Text
EXPANSION JT.
AutoCAD SHX Text
SELF LEVELING, TRAFFIC RATED SEALANT
AutoCAD SHX Text
IMPACT GLAZING BY STOREFRONT DOOR MFR.
AutoCAD SHX Text
ALUMINUM STOREFRONT DOOR, SEE SPECIFICATIONS
AutoCAD SHX Text
EXIST. GYP. BD./FURRING
AutoCAD SHX Text
EXIST. STUCCO SYSTEM
AutoCAD SHX Text
EXIST. CMU EXTERIOR WALL
AutoCAD SHX Text p" GYP. BD. LAMINATED TO CMU WALL
AutoCAD SHX Text
SEALANT BEAD CONT.
AutoCAD SHX Text
ANCHORS PER FPA REQUIREMENTS
AutoCAD SHX Text
SEALANT BEAD CONT.
AutoCAD SHX Text
9/16" LAMINATED GLASS
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text 10"
AutoCAD SHX Text 4\"
AutoCAD SHX Text
FIELD VERIFY TO SUIT EXISTING OPENING
AutoCAD SHX Text 3'-4"
AutoCAD SHX Text 4\"
AutoCAD SHX Text 5'-0"+-
AutoCAD SHX Text G
AutoCAD SHX Text A300
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
OF HARDWARE
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 4"
AutoCAD SHX Text 1"
AutoCAD SHX Text 7"
AutoCAD SHX Text 2"
AutoCAD SHX Text 8"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 2"
AutoCAD SHX Text
12" DIA.
AutoCAD SHX Text
ALUMINUM GUARDRAIL ELEVATION
AutoCAD SHX Text
SCALE: \" = 1'-0"
AutoCAD SHX Text A300
AutoCAD SHX Text A
AutoCAD SHX Text
TYPICAL ALUMINUM FENCE DETAILS
AutoCAD SHX Text
SCALE: \" = 1'-0"
AutoCAD SHX Text A300
AutoCAD SHX Text B
AutoCAD SHX Text
2\" X .125" SQUARE POSTS
AutoCAD SHX Text
1" X .062" SQ. PICKETS
AutoCAD SHX Text
1]" X 1]" X .125" CHANNELS
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
3'-0" MIN.
AutoCAD SHX Text
TYPICAL ASSEMBLY
AutoCAD SHX Text
8'-0" NOMINAL
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
(ALL MATERIALS TO BE BLACK POWDER COATED)
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(ALL MATERIALS TO BE BLACK POWDER COATED)
AutoCAD SHX Text
ALUMINUM DOOR SILL
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text A300
AutoCAD SHX Text D
AutoCAD SHX Text
ALUMINUM DOOR JAMB/HEAD SIMILAR
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text A300
AutoCAD SHX Text C
AutoCAD SHX Text
ALUMINUM DOOR ELEVATION
AutoCAD SHX Text
SCALE: \" = 1'-0"
AutoCAD SHX Text A300
AutoCAD SHX Text E
AutoCAD SHX Text
ALUMINUM EXIT GATE
AutoCAD SHX Text
SCALE: \" = 1'-0"
AutoCAD SHX Text A300
AutoCAD SHX Text F
AutoCAD SHX Text 4'-8" HT. ALUM. PERFORATED PANEL W/ 1/2" DIA. HOLES STAGGERED AT 2" CENTERS AND HEMMED EDGES. INSTALL ON PUSH SIDE TYP.
AutoCAD SHX Text
12"H. X FULL WIDTH .125 ALUM. PLATE (PAINTED) W/ PANIC BAR EXITING DEVICE
AutoCAD SHX Text PANIC DEVICE EQUAL TO: FALCON 1790 RIM EXIT DEVICE 48" IN LENGTH. NO TRIM ON EXTERIOR, EXIT ONLY
AutoCAD SHX Text
8"H. X FULL WIDTH .125 ALUM. PLATE (PAINTED) KICK PLATE ON PUSH SIDE
AutoCAD SHX Text
12" DIA. X 36" CONC. FOOTING AT EA COL. 3000 PSI CONC. TYP.
AutoCAD SHX Text
ALUMINUM EXIT GATE SECTION
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text A300
AutoCAD SHX Text G
AutoCAD SHX Text
(3) LOCINOX MAMMOTH 180- HYDRAULIC 180 CLOSER AND HINGE IN ONE TYP.
AutoCAD SHX Text 4'-8" HT. ALUM. PERFORATED PANEL W/ 1/2" DIA. HOLES STAGGERED AT 2" CENTERS AND HEMMED EDGES. INSTALL ON PUSH SIDE TYP.
AutoCAD SHX Text 2 1/2" x 2 1/2" x 0.125" WELDED 'U' LEAF FRAME (4 SIDES TYP)
AutoCAD SHX Text 4x4 SQ. POST W/ CAP (BEYOND)
AutoCAD SHX Text
12"H. X FULL WIDTH .125 ALUM. PLATE (PAINTED) W/ PANIC BAR EXITING DEVICE
AutoCAD SHX Text 1 1/2" x 1 1/2" CHANNEL W/ 0.075" TOP WALL AND 0.100" SIDE WALLS
AutoCAD SHX Text 1 1/2" x 1 1/2" CHANNEL W/ 0.075" TOP WALL AND 0.100" SIDE WALLS
AutoCAD SHX Text
8"H. X FULL WIDTH .125 ALUM. PLATE (PAINTED) KICK PLATE ON PUSH SIDE
AutoCAD SHX Text
12" DIA. X 36" CONC. FOOTING AT EA COL. 3000 PSI CONC. TYP.
AutoCAD SHX Text
4" SQUARE POSTS
AutoCAD SHX Text 3'-6"
2"
File details come from the government source that posted it. Updated .