2 - Lake Pueblo SP - Swim Beach Renovations dwgs_Part1.pdf

PDF 2 MB Posted Dec 19, 2016

Attached to: Lake Pueblo State Park, Swim Beach Renovations
Solicitation number: IFB1 PMAA 2017000132 3
Issued by: Ouray County, Denver City, Colorado

About this file

Written by GovTribe AI · Mar 14, 2026

This is a design drawing document for the Lake Pueblo State Park Swim Beach Renovations project issued by Colorado Parks and Wildlife. The project, identified as C17PU1 under IFB 2017*132, involves comprehensive renovation of the swim beach area including demolition and construction of new facilities. The scope encompasses a new restroom building with men's and women's facilities, renovation of concession and maintenance buildings, installation of new water and sanitary sewer lines, landscape improvements including new trees and shrubs, construction of grill pads, drinking fountains, and decorative features such as boulders and aggregate surfacing. The pre-bid conference was held on December 8, 2016, at 11:00 AM, with bid opening scheduled for December 22, 2016, at 1:30 PM. The drawing set includes 17 sheets detailing site plans for both demolition and new construction, landscape plans, building elevations, utility plans, foundation plans, and roofing details.

Key project details include the demolition of approximately 2,660 square feet of existing concrete, removal of timber decking to be replaced with new concrete deck, and construction of a new 65-linear-foot drainage structure with 36-inch HDPE pipe. The new restroom building features a finished floor elevation of 4772.5 feet and includes utility infrastructure with new 1.5-inch PEX waterlines (approximately 130 linear feet) and extended sanitary sewer connections. Landscape improvements comprise 6 honey locust trees, 7 pinyon pines, 11 junipers, 14 rabbit brush plantings, and approximately 4,900 square feet of aggregate surfacing. Project contacts include Kelly Kohl, Park Resource Technician (719-561-9320), Peggy Silcox, P.E., Project Manager (303-291-7398), and Gene Potter, Design Engineer (303-291-7315). Contractors are required to call 811 two business days before excavation work and must comply with utility notification requirements.

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Lake Pueblo SP - Swim Beach Renovations

DIVISION II – DRAWINGS

PROJECT I.D. NO. C17PU1

IFB: 2017*132

APPR. CODE PC002INFP

PRE-BID CONFERENCE: December 8, 2016 at 11:00 AM

BID OPENING: December 22, 2016 at 1:30 PM

(Page Intentionally Left Blank)

TABLE OF CONTENTS

Lake Pueblo SP - Swim Beach Renovations

C17PU1

COVER SHEET SHEET 1

SITE PLAN (DEMOLITION) SHEET 2

SITE PLAN (NEW) SHEET 3

LANDSCAPE PLAN SHEET 4

SITE DETAILS SHEET 5

BLDG NOTES SHEET 6

RESTROOM BUILDING SHEET 7

RESTROOM ELEVATIONS SHEET 8

RESTROOM ELEVATIONS (CONT) SHEET 9

RESTROOM BLDG SECTIONS SHEET 10

CONCESSION AND MAINT BLDG SHEET 11

UTILITY PLAN SHEET 12

FINISH PLAN SHEET13

FOUNDATION PLAN SHEET 14

ROOFING PLAN (RE-ROOF) SHEET 15

ROOFING DETAILS SHEET 16

MISC BLDG DETAILS SHEET 17

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STATE MAP

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PARKS & WILDLIFE PROJECT CONTACTS

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PROJECT PHONE NUMBER

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ENGINEERING SECTION

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KELLY KOHL, PARK RESOURCE TECHNICIAN

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PEGGY SILCOX, P.E., PROJECT MANAGER

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GENE POTTER, DESIGN ENGINEER

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LAKE PUEBLO SP

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DESIGN

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2016 SWIM BEACH RENOVATIONS

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AutoCAD SHX Text FOR BURIED UTILITY INFORMATION CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) OR COMMON GROUND ALLIANCE (CGA)

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PROJECT LOCATION

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AutoCAD SHX Text New Tree to be Planted (1 "-2" Caliper Fruitless 12"-2" Caliper Fruitless Honey Locust) - Qnty 6

AutoCAD SHX Text New Tree to be Planted (6' Pinyon Pine) - Qnty 7

AutoCAD SHX Text New Shrub to be Planted (Juniper - 5 gal) - Qnty 11 (Rabbit Brush - 5 gal) - Qnty 14

AutoCAD SHX Text New Boulder Seating Area (Minimum 2 Boulders Per Location) - 7 Locations

AutoCAD SHX Text New 4" Colored Concrete Grill Pad (8'x10' Oval w/Connecting Sidewalk) - Qnty 2

AutoCAD SHX Text Drinking Fountain (Two Fountains + Bottle Filler)

AutoCAD SHX Text Irrigation Valve Box (14"Lx9"Wx24"H min)

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LAKE PUEBLO SP

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2016 SWIM BEACH RENOVATIONS

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SITE PLAN (DEMOLITION)

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OF 17

AutoCAD SHX Text Remove and Replace 10' Section of Concrete Trail

AutoCAD SHX Text Remove and Dispose of Tree for Const. Access

AutoCAD SHX Text Contractor to Protect Vault

AutoCAD SHX Text (New) 65 L.F. - 36" HDPE Match Existing Grade w/Flared End Sections (Each End).

AutoCAD SHX Text (New) Construction Access (Constructed of Embankment Import with 6" ABC Driving Surface) Upon project completion remove all roadbase and seed and mulch

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AutoCAD SHX Text Bldg to Remain (Refer to Bldg Demo Plan)

AutoCAD SHX Text Remove Canopy Sections

AutoCAD SHX Text Remove Timber Decking - Install New Concrete Deck

AutoCAD SHX Text Remove Existing Entrance Station and Foundation (Bring Grade Level with Adjacent)

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AutoCAD SHX Text Remove and Replace 10' Section of Concrete Trail

AutoCAD SHX Text Approximate Limits of Concrete Removal (~2,660 s.f.)

AutoCAD SHX Text Remove Planters and Trees

AutoCAD SHX Text Remove and Dispose of Steel Canopy Sections

AutoCAD SHX Text Contractor to Protect Existing Curb or If Damaged Replace

AutoCAD SHX Text Remove and Dispose of Shrub around building location

AutoCAD SHX Text Approximate Limits of Concrete Removal (~160 s.f.)

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AutoCAD SHX Text Where Columns Support Railing, Cut Column off 3" Above Hand Rail and Cap with Wood Post Cap Stained to Match

AutoCAD SHX Text Saw Cut Edge of Removal Area

AutoCAD SHX Text Remove Existing Waterline (from Main to Meter), Replace with New PEX line

AutoCAD SHX Text Furnish and Install New Valve with Air Compressor Connection

AutoCAD SHX Text Pump and Clean Grease Interceptor. Fill w/Sand

AutoCAD SHX Text Replace Stone Section Under Canopy (Trip Hazard) - Approx. 8'x8'

AutoCAD SHX Text Remove Fence As-Needed for Access (Contractor Shall Reinstall Fence w/10' Gate Upon Completion of Project)

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Fill Existing Planter Beds Under Canopy Area With Native Material to 6" Below top of Planter

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AutoCAD SHX Text Connect Existing Power Supply (Feed Shelter) to New Panel

AutoCAD SHX Text Provide Shutoff and Air Compressor Connection on Waterline Inside Building

AutoCAD SHX Text Water Fountain w/4" Concrete Pad. Slope Toward Landscape Side (1% Slope)

AutoCAD SHX Text Notes: 1. All bends on 3" PVC Sleeves/Conduit shall be long sweep style. All bends on 3" PVC Sleeves/Conduit shall be long sweep style. 2. All underground water and sewer lines shall be 3 feet below grade All underground water and sewer lines shall be 3 feet below grade minimum.

Approximate Location. Final Location to be Determined in the Field. (Approximately 1.1 CY each)

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AutoCAD SHX Text Notes: 1. Contractor to Install New Drip Irrigation System. At a Minimum Contractor to Install New Drip Irrigation System. At a Minimum System shall include: 1.1. Irrigation Valve Box Irrigation Valve Box 1.2. Pressure Regulating/Anti-Siphon Filter Pressure Regulating/Anti-Siphon Filter 1.3. Adjustable Drip Heads Adjustable Drip Heads 1.4. All Necessary Piping and Fittings All Necessary Piping and Fittings 2. Pond/Creek shown is approximate location. Actual location to be Pond/Creek shown is approximate location. Actual location to be determined in field.

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EXISTING SUPPORT ANGLE

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WWF

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NEW 2" THICK COLORED CONCRETE DECK

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BRIDGE RAILING

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FASTEN FORM DECK TO SUPPORT ANGLE W/SELF TAPPING STEEL FASTENERS OR SPOT WELD

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BRIDGE RAILING

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FASTEN DECK TO BRIDGE SUPPORT W/SELF TAPPING FASTENER OR SPOT WELD

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AutoCAD SHX Text D

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AutoCAD SHX Text Deck Detail

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SLOPE DECK CONCRETE SURFACE AS NEEDED TO ALIGN WITH END

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12" RADIUS

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AutoCAD SHX Text D

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AutoCAD SHX Text Connection at Main

AutoCAD SHX Text Valve Box

AutoCAD SHX Text 1 " Valve12" Valve

AutoCAD SHX Text Existing Main

AutoCAD SHX Text Existing 2 " HDPE 12" HDPE (Transition to 1 ") 12")

AutoCAD SHX Text New 1 " PEX or PVC Line12" PEX or PVC Line

AutoCAD SHX Text Tracer Wire

AutoCAD SHX Text Large Irrigation Box (12" Minimum Depth)

AutoCAD SHX Text 1" Rigid Riser (PVC)

AutoCAD SHX Text 1 "x1 "x1" Tee12"x1 "x1" Tee12"x1" Tee

AutoCAD SHX Text 1" Ball Valve

AutoCAD SHX Text Threaded Rigid Extension for Air Compressor Connection (Provide Cover/Cap to Prevent Debris from Entering)

Threaded Rigid Extension for Air Compressor Connection (Provide Cover/Cap to Prevent Debris from Entering)

GAS

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DATE

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DESIGNER:

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DRAFTER:

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CHECKED BY:

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APPROVED:

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APPROVED:

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CHIEF ENGR.:

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REVISIONS:

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DATE

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PROJECT NO.

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SHEET NO.

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LAKE PUEBLO SP

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DESIGN

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2016 SWIM BEACH RENOVATIONS

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GWP

AutoCAD SHX Text 08/16

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GWP

AutoCAD SHX Text 08/16

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C17PU1

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BLDG NOTES

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OF 17

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AutoCAD SHX Text 09250 " GWB TO CLG. 58" GWB TO CLG. 06100 6" WOOD STUDS @ 24" O.C. TO CLG. 09250 " GWB TO CLG. 58" GWB TO CLG. 09250 TAPE AND FINISH COAT, TAPE AND FINISH COAT, CLG. TO FINISHED HEIGHT (BOTH SIDES 09250 TEXTURE TO CEILING (BOTH SIDES)TEXTURE TO CEILING (BOTH SIDES)

AutoCAD SHX Text 09772 FIBERGLASS REINFORCED PANEL TO CLG. FIBERGLASS REINFORCED PANEL TO CLG. 09250 TAPE AND FIRST COAT TO CLG. TAPE AND FIRST COAT TO CLG. 09250 " TYPE "MR" FLOOR TO 4', " GWB TO CLG. 58" TYPE "MR" FLOOR TO 4', " GWB TO CLG. 58" GWB TO CLG. 06100 6" WOOD STUDS @ 24" O.C. TO CLG. 6" WOOD STUDS @ 24" O.C. TO CLG. ------- EXPOSED FRAMING IN UTILITY CHASEEXPOSED FRAMING IN UTILITY CHASE

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INTERIOR WALL SYSTEM TYPES:

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EXTERIOR WALL SYSTEM TYPES:

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AutoCAD SHX Text 04735 ADHERED BRICK VENEER (SEE ELEVATION) or ADHERED BRICK VENEER (SEE ELEVATION) or 07252 STUCCO (CCP) FINISH (SEE ELEVATION) STUCCO (CCP) FINISH (SEE ELEVATION) 06100 " EXTERIOR PLYWOOD 12" EXTERIOR PLYWOOD 06100 6" WOOD STUDS @ 24" O.C. 6" WOOD STUDS @ 24" O.C. 07200 6" BATT INSULATION 6" BATT INSULATION 09250 " GWB58" GWB

AutoCAD SHX Text 07410 STANDING SEAM METAL ROOFING STANDING SEAM METAL ROOFING 07250 ICE & WATER SHIELD ICE & WATER SHIELD 06100 " PLYWOOD DECK 58" PLYWOOD DECK 06100 STRUCTURAL WOOD TRUSS STRUCTURAL WOOD TRUSS 07200 R-38 BLOW IN INSULATIONR-38 BLOW IN INSULATION

AutoCAD SHX Text 09250 " GWB 58" GWB 09250 TAPE AND FINISH TAPE AND FINISH 09250 TEXTURE TEXTURE 09900 PAINTPAINT

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ROOF SYSTEM TYPES:

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CEILING SYSTEM TYPES:

AutoCAD SHX Text 09772 FIBERGLASS REINFORCED PANEL TO CLG. FIBERGLASS REINFORCED PANEL TO CLG. 09250 TAPE AND FIRST COAT, CLG. TO UPPER CLG. TAPE AND FIRST COAT, CLG. TO UPPER CLG. 09250 " TYPE "MR" FLOOR TO 4', " GWB TO CLG. 58" TYPE "MR" FLOOR TO 4', " GWB TO CLG. 58" GWB TO CLG. (IS IN ADDITION TO SPECIFIED EXT. WALL SYSTEMS AND TO BE LOCATED ON SIDE OF MARKER)

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AutoCAD SHX Text 09900 STAIN EXISTING WOOD DECK AND GLULAM BEAMSSTAIN EXISTING WOOD DECK AND GLULAM BEAMS

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SYMBOL LEGEND

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MATERIAL LEGEND

AutoCAD SHX Text SYMBOL DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION ABBREVIATION BRICK BRK. BRK. CEMENT PLASTER CCP CCP CONCRETE CONC. CONC. RIGID INSULATION RIGID INSUL. RIGID INSUL. PLYWOOD PLY. PLY. GYPSUM BOARD GYP. BRD. GYP. BRD. BATT INSULATION BATT INSUL. BATT INSUL. FINISH LUMBER FIN. LMBR. FIN. LMBR. GLASS GL. GL. WOOD BLOCKING BLKG. BLKG. STEEL STL. STL. WATER W W SANITARY SEWER SS SS GAS LINE LPLP

AutoCAD SHX Text AB ANCHOR BOLT ANCHOR BOLT AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR BO BY OTHERS BY OTHERS CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CT COUNTER TOP COUNTER TOP EW EACH WAY EACH WAY GWB GYPSUM WALL BOARD GYPSUM WALL BOARD LLV LONG LEG VERTICAL LONG LEG VERTICAL MO MASONRY OPENING MASONRY OPENING PL PLYWOOD PLYWOOD OC ON CENTER ON CENTER RO ROUGH OPENING ROUGH OPENING SLV SHORT LEG VERTICAL SHORT LEG VERTICAL TO TOP OF TOP OF TOS TOP OF STEEL TOP OF STEEL TOC TOP OF CONCRETE TOP OF CONCRETE TOB TOP OF BEARING TOP OF BEARING TOP TOP OF PARAPET TOP OF PARAPET TOW TOP OF WALL TOP OF WALL TOM TOP OF MASONRYTOP OF MASONRY

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AutoCAD SHX Text A1

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AutoCAD SHX Text A2.1

AutoCAD SHX Text T.O.W.

AutoCAD SHX Text 132'-0"

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DETAIL NUMBER

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SHEET NUMBER

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REF. FROM SHEET

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DETAIL TITLE

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DETAIL NUMBER

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SHEET NUMBER

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STORAGE

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AutoCAD SHX Text A2.1

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ROOM SYMBOL

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ROOM NUMBER

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ROOM NAME

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SHEET NUMBER

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SECTION NUMBER

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AutoCAD SHX Text A

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FLOORING NUMBER

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DOOR NUMBER

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INTERIOR ELEVATION

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ROOM NUMBER

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ELEV. NUMBER

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DOOR NUMBER

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ROOM NUMBER

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FLOORING TYPE

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ELEVATION NUMBER

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SHEET NUMBER

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EXT. ELEVATION

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SHEET NUMBER

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DETAIL

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GENERAL NOTE

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DETAIL NUMBER

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SYSTEMS NOTE

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ELEVATION

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ABBREVIATION LEGEND

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BUILDING SECTION

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ROOM DIMENSION

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DRYWALL TO DRYWALL

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ABBREVIATION DESCRIPTION . DESCRIPTION .

AutoCAD SHX Text 10171 BATHROOM PARTITIONS (PER DRAWINGS) BATHROOM PARTITIONS (PER DRAWINGS) 10800 SOAP DISPENSER (VERIFY THESE SHOULD BE INCLUDED) SOAP DISPENSER (VERIFY THESE SHOULD BE INCLUDED) 10800 24"x36" MIRROR (1 PER LAVATORY) 24"x36" MIRROR (1 PER LAVATORY) 10800 GRAB BAR (PER DRAWINGS) GRAB BAR (PER DRAWINGS) 10800 TOILET PAPER DISPENSER (1 PER STALL) TOILET PAPER DISPENSER (1 PER STALL) 10800 HAND DRYER (PER DRAWINGS) HAND DRYER (PER DRAWINGS) 10800 COAT HOOK (BACK OF EACH PARTITION DOOR) COAT HOOK (BACK OF EACH PARTITION DOOR) 10800 CHANGING TABLE (PER DRAWINGS CHANGING TABLE (PER DRAWINGS 15400 LAVATORY, LV-1 (SEE MECH. DWGS & SPECS) LAVATORY, LV-1 (SEE MECH. DWGS & SPECS) 15400 WATER CLOSET, WC-1 (SEE MECH. DWGS & SPECS) WATER CLOSET, WC-1 (SEE MECH. DWGS & SPECS) 15400 ADA WATER CLOSET, WC-2 (SEE MECH. DWGS & SPECS)ADA WATER CLOSET, WC-2 (SEE MECH. DWGS & SPECS)

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SPECIAL SYSTEM TYPES:

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AutoCAD SHX Text 8'

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LENGTH/HEIGHT

AutoCAD SHX Text 15400 URINAL, U-1 (SEE MECH. DWGS & SPECS) URINAL, U-1 (SEE MECH. DWGS & SPECS) 15800 EXHAUST FAN, EF-1 (SEE MECH. DWGS & SPECS) EXHAUST FAN, EF-1 (SEE MECH. DWGS & SPECS) 15800 EXHAUST FAN, EF-2 (SEE MECH. DWGS & SPECS) EXHAUST FAN, EF-2 (SEE MECH. DWGS & SPECS) 15400 MOP SINK, S-1 (SEE MECH. DWGS & SPECS) MOP SINK, S-1 (SEE MECH. DWGS & SPECS) 15400 DRINKING FOUNTAIN, DF-1(SEE SITE DWGS & SPECS) DRINKING FOUNTAIN, DF-1(SEE SITE DWGS & SPECS) 15453 TANKLESS WATER HEATER TANKLESS WATER HEATER 16400 400 AMP 120/240V PANELBOARD (MAIN) 400 AMP 120/240V PANELBOARD (MAIN) 16400 100 AMP 120/240V PANELBOARD (SUB) 100 AMP 120/240V PANELBOARD (SUB) 08305 18"x18" UTILITY ACCESS DOOR 18"x18" UTILITY ACCESS DOOR 08305 20"X30" ATTIC ACCESS DOOR 20"X30" ATTIC ACCESS DOOR 02780 BENCHBENCH

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AutoCAD SHX Text Scale:

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NTS

AutoCAD SHX Text M2.1

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AutoCAD SHX Text M1.1

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AutoCAD SHX Text Det. Reference

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AutoCAD SHX Text 07252 STUCCO (CCP) FINISH (SEE ELEVATION) STUCCO (CCP) FINISH (SEE ELEVATION) EXISTING BRICK

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09250 " GWB 58" GWB 09250 TAPE AND FIRST COATTAPE AND FIRST COAT

AutoCAD SHX Text 07540 PVC/TPO ROOFING PVC/TPO ROOFING 07540 DENS DECK DENS DECK EXISTING 2x DECKINGEXISTING 2x DECKING

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AutoCAD SHX Text 09250 " GWB TO UPPER CLG. 58" GWB TO UPPER CLG. 06100 6" WOOD STUDS @ 16" O.C. TO CLG. 6" WOOD STUDS @ 16" O.C. TO CLG. 09250 TEXTURE TO CEILING TEXTURE TO CEILING 09250 TAPE AND FINISH, TO CLG.TAPE AND FINISH, TO CLG.

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AutoCAD SHX Text 09772 FIBERGLASS REINFORCED PANEL TO CLG. (BOTH SIDES) FIBERGLASS REINFORCED PANEL TO CLG. (BOTH SIDES) 09250 TAPE AND FIRST COAT TO CLG. (BOTH SIDES) TAPE AND FIRST COAT TO CLG. (BOTH SIDES) 09250 " TYPE "MR" FLOOR TO 4', " GWB TO CLG. (BOTH SIDES) 58" TYPE "MR" FLOOR TO 4', " GWB TO CLG. (BOTH SIDES) 58" GWB TO CLG. (BOTH SIDES) (BOTH SIDES) 06100 6" WOOD STUDS @ 24" O.C. TO CLG.6" WOOD STUDS @ 24" O.C. TO CLG.

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RESTROOM

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MEN'S RESTROOM

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UTILITY CHASE

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WOMEN'S RESTROOM

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RESTROOM

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DATE

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DESIGNER:

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DRAFTER:

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APPROVED:

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APPROVED:

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CHIEF ENGR.:

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REVISIONS:

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SHEET NO.

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LAKE PUEBLO SP

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DESIGN

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2016 SWIM BEACH RENOVATIONS

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GWP

AutoCAD SHX Text 08/16

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GWP

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C17PU1

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RESTROOM BUILDING

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AutoCAD SHX Text 1% Slope

AutoCAD SHX Text Notes: 1. Slope floors within the restroom areas to drain at 1%, Unless Slope floors within the restroom areas to drain at 1%, Unless noted otherwise

AutoCAD SHX Text No Slope

AutoCAD SHX Text 1% Slope

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ADA

AutoCAD SHX Text 17"

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STD

AutoCAD SHX Text 24"

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STD

AutoCAD SHX Text 24"

AutoCAD SHX Text Concrete Sidewalk (See Site Plan)

Concrete Sidewalk (See Site Plan)

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DATE

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APPROVED:

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APPROVED:

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CHIEF ENGR.:

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REVISIONS:

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SHEET NO.

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LAKE PUEBLO SP

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DESIGN

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2016 SWIM BEACH RENOVATIONS

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GWP

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GWP

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C17PU1

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RESTROOM ELEVATIONS

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AutoCAD SHX Text Notes: 1. Ceiling and soffit heights may vary slightly based on the truss manufacturer's design. Ceiling and soffit heights may vary slightly based on the truss manufacturer's design. 2. Plumbing layout is for schematic purposes only. Contractor will be responsible for Plumbing layout is for schematic purposes only. Contractor will be responsible for laying out drain piping and venting in accordance with the State Plumbing Permit requirements. Cleanouts shall be provided at the end of each run to allow for proper maintenance. 3. Water line layout shall be determined by the contractor. Water lines shall have fitting, Water line layout shall be determined by the contractor. Water lines shall have fitting, valves and drains to allow for draining of the system and attachment of air compressor for blowing the system out annually. 4. Height of glass block sections can be adjusted based on brick course to limit cutting Height of glass block sections can be adjusted based on brick course to limit cutting of veneer. 5. All Openings shall have a (3) 2x6 Header unless noted otherwise.All Openings shall have a (3) 2x6 Header unless noted otherwise.

AutoCAD SHX Text Concrete Foundation

AutoCAD SHX Text Stone Ledger

AutoCAD SHX Text Metal Downspouts (6")

AutoCAD SHX Text Metal Fascia

AutoCAD SHX Text Metal Gutters (6")

AutoCAD SHX Text Metal Ridge Cap and Ridge Vent

AutoCAD SHX Text Slope Grade Away from Building

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AutoCAD SHX Text South Elevation

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AutoCAD SHX Text Metal Ridge Cap and Ridge Vent

AutoCAD SHX Text Concrete Foundation

AutoCAD SHX Text Brick Veneer Finish

AutoCAD SHX Text Stucco Finish (CCP)

AutoCAD SHX Text Metal Downspouts (6")

AutoCAD SHX Text Metal Fascia

AutoCAD SHX Text Metal Gutters (6")

AutoCAD SHX Text Standing Seam Metal Roof

AutoCAD SHX Text Metal Ridge Cap and Ridge Vent

AutoCAD SHX Text Vent Fan w/Cover

AutoCAD SHX Text LED Wallpack

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AutoCAD SHX Text North Elevation

AutoCAD SHX Text Concrete Sidewalk

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AutoCAD SHX Text Metal Soffit (Unvented)

Metal Soffit (Unvented)

File details come from the government source that posted it. Updated Mar 11, 2026.