1-Fannett Metal School District - Elementary School Re-Roofing - Final Set (04-23-2026).pdf
PDF 1 MB Posted
- Attached to
- Elementary Roof Replacement
- Solicitation number
- Not on record
- Issued by
- Fulton County, Pennsylvania
About this file
This is an architectural drawing set prepared by CES Engineering, LLC for the Fannett Metal School District's Elementary School Roof Replacement project located at 14823 Path Valley Road, Willow Hill, Pennsylvania 17271 in Metal Township, Franklin County. The project involves the complete replacement of the existing roof system covering a total of 46,595 square feet, consisting of a main level roof of 43,240 square feet and a high roof over the gymnasium of 3,355 square feet. The scope of work includes selective demolition of existing stone ballast, rubber roof membrane, fiberboard base, and perimeter edge flashing; installation of new polyiso insulation board (GAF EnergyGuard, minimum two layers of 2.6-inch thickness with R=30 rating); installation of new 0.060-inch Firestone RubberGuard EPDM roofing membrane; replacement of metal coping, drip edge flashing, and roof curbs; removal and replacement of existing expansion joints; and installation of new roof drains as required. The sealed bid deadline is 2:00 p.m. on Thursday, May 28, 2026, submitted electronically via the PennBid Program. A non-mandatory pre-bid conference will be held on Thursday, May 21, 2026, at 11:00 a.m. at the elementary school site. Bidders must submit clarification questions no later than seven days prior to the bid due date through the PennBid platform.
The bidding documents are available at no cost through the PennBid Program and are provided as a single prime contract. A bid bond or certified check in an amount equal to ten percent of the total bid must accompany each submission, along with a fully executed non-collusion affidavit. A performance and payment bond equal to the contract amount will be required from the successful bidder. The project must comply with the International Building Code (2018), International Energy Conservation Code (2018), International Existing Building Code (2018), Life Safety Code (NFPA 101), and all applicable local, state, and federal building codes and regulations. All materials, assemblies, procedures, and installations must conform to manufacturers' latest specifications and instructions. The contractor is responsible for ensuring proper roof slope for drainage to existing roof drains and shall inspect existing roof decking for damage, reporting any suspicious findings to the engineer prior to proceeding with work. Existing gutters, downspouts, chimney, and rail curbs that are designated to remain must be protected during construction.
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Other files
| File | Type | Posted |
|---|---|---|
| 3-FMSD Elementary Roof Replacement Addendum No. 1.pdf | ||
| 2-FMSD Roof Specs.pdf |
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Text version
ABBREVIATIONS
WILLOW HILL, PA. 17271
DRAWING INDEX
14823 PATH VALLEY ROAD
METAL TOWNSHIP, FRANKLIN COUNTY
FACILITY & CODE INFORMATION
ARCHITECTURAL
STRUCTURAL
CIVIL
MECHANICAL
ELECTRICAL
PLUMBING
PROJECT CONTACTS
ENGINEERFIRE PROTECTION
E S
C
CES ENGINEERING, LLC
"PUTTING YOU FIRST"
FANNETT METAL SCHOOL DISTRICT
ELEMENTARY SCHOOL ROOF REPLACEMENT
FOR
PROJECT LOCATION
REVISIONS
LOCATION MAP
OWNER CONTRACTOR
AREA OF ROOF: GROSS SQ. FT.
PROJECT NAME:
PROJECT LOCATION:
MUNICIPALITY & COUNTY:
APPLICABLE CODES: SITE
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HOLLOW CORE
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HEATING, VENTILATION &
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INSULATION
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INTERIOR
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JOINT
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LAMINATED
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LAVATORY
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LINEAR FT.
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MANUFACTURER
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MATERIAL
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MASONRY OPENING
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MECHANICAL
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MOISTURE RESISTANCE
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MOLDING
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NOT TO SCALE
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NUMBER
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ON CENTER
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OVERHEAD DOOR
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ORIENTED STRAND BOARD
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PAINTED
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PLATE
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PLUMBING CONTRACTOR
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PLYWOOD
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RADIUS
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ROOF DRAIN
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ROOM
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ROUGH OPENING
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SHEET
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SPRUCE PINE FUR
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STANDARD
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STEEL
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SUSPENDED ACOUSTICAL
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TREATED
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TYPICAL
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VINYL
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VINYL COMPOSITION TILE
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VINYL WALL COVERING
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WATER CLOSET
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WELDED WIRE FABRIC
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WOOD
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DTL.
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DIM.
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DWG.
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GYP. BD.
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ELEV.
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EQ.
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EQUIP.
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EXIST.
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EXP. JT.
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EXT.
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FL.
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FT.
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FTG.
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GA.
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HGRS.
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HT.
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ABOVE FINISH FLOOR
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DETAIL
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DIMENSION
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DRAWING
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GYPSUM BOARD
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EACH WAY
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MECHANICAL CONTRACTOR
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ELEVATION
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EQUAL
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EQUIPMENT
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EXISTING
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EXPANSION JOINT
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EXTERIOR
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FINISH FLOOR
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FINISH GRADE
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FIRE CODE
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FLOOR
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FLOOR DRAIN
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FOOT
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FOOTING
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GAUGE
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GENERAL CONTRACTOR
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HANGERS
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HEIGHT
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HVAC
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INSUL.
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INT.
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LAM.
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LAV.
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LIN. FT.
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MFG.
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MTRL.
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MECH.
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MLDG.
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NO.
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PTD.
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PLYWD.
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RAD.
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RM.
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SHT.
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STD.
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STL.
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TR.
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TYP.
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VYL.
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WWF
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WD.
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DESCRIPTION
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CODE
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ALUM.
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BLK.
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CLG.
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CJ
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C. TILE
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CONC.
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CMU
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CONST.
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ALUMINUM
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BLOCK
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CEILING
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CONTROL JOINT
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CENTER LINE
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CERAMIC TILE
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CONCRETE
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CONCRETE MASONRY UNIT
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CONSTRUCTION
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AIR CONDITIONING
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DESCRIPTION
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CODE
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JT.
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METAL
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MTL.
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CPT.
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CARPET
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DESCRIPTION
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CODE
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CEILING TILE
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ELECTRIC WATER COOLER
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ELECTRICAL CONTRACTOR
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DESCRIPTION
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DESCRIPTION
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SHEET #
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NO SCALE
AutoCAD SHX Text CES ENGINEERING, LLC 7910 SUNRISE CAMP ROAD HUNTINGDON, PA. 16652 ATTN: LEE S. ZEGER, III P.E. PH: (814) 644-6621
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ENVIRONMENTAL
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STRUCTURAL
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CIVIL
AutoCAD SHX Text McConnellsburg, PA. (717) 485-5440
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A FULL SERVICE ENGINEERING, LAND SURVEYING & BUILDING DESIGN FIRM
AutoCAD SHX Text Huntingdon, PA. (814) 644-6621
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SHEET #
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COVER SHEET
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CS
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ROOF PLAN LAYOUT - BLDG. NORTH END
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NO.
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DATE
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DESCRIPTION
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MAIN LEVEL ROOF
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I.C.C. INTERNATIONAL CODE COUNCIL/ANSI A117.1-2009
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I.B.C. INTERNATIONAL BUILDING CODE-2018
AutoCAD SHX Text ELEMENTARY SCHOOL ROOF REPLACEMENT for FANNETT METAL SCHOOL DISTRICT
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14823 PATH VALLEY ROAD WILLOW HILL, PA. 17271
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METAL TOWNSHIP, FRANKLIN COUNTY
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I.E.C.C. INTERNATIONAL ENERGY CONSERVATION CODE-2018
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I.R.C. INTERNATIONAL RESIDENTIAL CODE-2018
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LIFE SAFETY CODE - NFPA 101
AutoCAD SHX Text THESE DRAWINGS ARE THE PROPERTY OF CES ENGINEERING, LLC AND ARE ISSUED AS PROJECT SPECIFIC INSTRUMENTS OF SERVICE FOR USE ON THE WORK IDENTIFIED HEREIN. THEY ARE NOT TO BE REPRODUCED OR COPIED WITHOUT THE WRITTEN PERMISSION OF CES ENGINEERING, LLC. THESE DOCUMENTS ARE FOR THIS SPECIFIC PROJECT AND ARE NOT TO BE UTILIZED ON ANY OTHER PROJECT(S).
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I.E.B.C. INTERNATIONAL EXISTING BUILDING CODE 2018
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LEVEL 1
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LEVEL 2
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LEVEL 3
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ROOF PLAN LAYOUT - BLDG. SOUTH END
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FANNETT METAL SCHOOL DISTRICT 14823 PATH VALLEY ROAD WILLOW HILL, PA. 17271
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HIGH ROOF
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TOTAL SQ. FT.
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HIGH ROOF
OVER GYM
MAIN LEVEL
ROOF
MAIN LEVEL
ROOF
ELEVATE INSULATION
SUBSTRATE
SUBSTRATE
ELEVATE INSULATION
FASTENER
ACCEPTABLE ELEVATE PRIMER
3" QUICKSEAM SPLICE TAPE
USE APPROPRIATE ELEVATE BONDING ADHESIVE
5" QUICKSEAM FLASHING (SEE NOTE #8)
.090" PLATINUM EPDM MEMBRANE (SEE NOTE #2)
3" QUICKSEAM SPLICE TAPE
NOTE:
1. REFER TO ELEVATE™ WEBSITE FOR MOST CURRENT
INFORMATION.
2. .090" PLATINUM EPDM MEMBRANE SPOT ATTACHED
ALONG THE TOP OF EXPANSION JOINT TUBE WITH
BONDING ADHESIVE.
3. COMPRESSIBLE TUBE (SUPPLIED BY OTHERS) DIAMETER
MUST EXCEED THE DECK OPENING BY 50% MIN. OR
DESIGNED MOVEMENT (WHICHEVER IS GREATER).
4. FIELD MEMBRANE FORMED INTO RETAINER TO SUPPORT
FOAM ROD.
5. BATTEN STRIP MAY BE USED IN LIEU OF 2" METAL
PLATES. REFER TO "PBT" DETAILS FOR SPECIFIC BASE
TIE-IN INFORMATION, REQUIREMENTS, AND OPTIONS.
6. WOOD NAILER MUST BE INSTALLED TO MEET APPLICABLE
BUILDING CODES OR 200 lb PER LINEAR FOOT MINIMUM IN
ANY GIVEN DIRECTION.
7. REFER TO PLS-4 FOR ADDITIONAL LAP SPLICE
REQUIREMENTS.
8. 6" QUICKSEAM SPLICE TAPE MAY BE USED IN LIEU OF 3"
TAPE AND 5" QUICKSEAM FLASHING COVER STRIP.
REFER TO DETAIL PLS-1a.
COMPRESSIBLE TUBE (SEE NOTE #3)
.090" PLATINUM MEMBRANE, .060"
RUBBERGARD MEMBRANE OR QUICKSEAM
CURB FLASHING AS REQUIRED (SEE NOTE #2)
1¼" HOT DIPPED GALVANIZED ROOF
NAILS AT 4" (102 mm) O.C. MAX.
2" METAL PLATE AND ELEVATE FASTENER
AT 12" (305 mm) O.C. MAX. (SEE NOTE #5)
WOOD NAILER
(SEE NOTE #6)
WOOD NAILER
(SEE NOTE #6)
5" QUICKSEAM FLASHING
(SEE NOTE #8)
APPROPRIATE ELEVATE BONING ADHESIVE
(ADHERED SYSTEMS)
SEAM EDGE TREATMENT CONTINUOUS ALONG
TOP EDGE (SEE NOTE #7)
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ROOF PLANCONSTRUCTION NOTES:
TERMINATION BAR DETAILA
S1.1
ROOFING MEMBRANE DETAILB
S1.1
GENERAL NOTES
ROOF EXPANSION JOINT DETAILC
S1.1
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AutoCAD SHX Text 44'-8"
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ENTRY CANOPY
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RD
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RD
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RD
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RD
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RD
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RD
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EXIST. 4" STL. PIPE
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EXIST. 4" STL. PIPE
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EXIST. 4" STL. PIPE
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EXIST. 4" STL. PIPE
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EXIST. 4" STL. PIPE
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EXIST. 4" STL. PIPE
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EXIST. 4" STL. PIPE
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EXHAUST HOOD
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EXHAUST HOOD
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SECURITY EYE
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EXIST. RAIL CURB
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HVAC UNIT
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HVAC UNIT
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EXIST. RAIL CURB
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ROOF HATCH
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HVAC UNIT
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HVAC UNIT
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EXHAUST HOOD
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EXIST. RAIL CURB
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EXHAUST HOOD
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EXIST. RAIL CURB TO BE REMOVED
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EXIST. RAIL CURB TO BE REMOVED
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1'-8" WIDE ROOF SCUPPER
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1'-8" WIDE ROOF SCUPPER
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EXIST. CHIMNEY
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EXIST. GUTTER & DOWNSPOUT TO REMAIN
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EXIST. GUTTER & DOWNSPOUT TO REMAIN
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EXIST. GUTTER & DOWNSPOUT TO REMAIN
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AutoCAD SHX Text EXIST. 4 1/2"± WIDE ROOF DRIP EDGEFLASHING TO BE REMOVED & REPLACED W/ NEW OF THE SAME PROFILE & COLOR
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OVERALL
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EXIST. RIVER ROCK ROOF BALLAST COVERING
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RETURN EPDM ROOFING MEMBRANE UP WALL BEHIND TERMINATION BAR. ADHERE TO WALL.
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PROVIDE CANT AS REQ'D
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EXIST. ROOF DECKING TO REMAIN
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CONTINUOUS BEAD OF APPROPRIATE FIRESTONE NON-CURING SEALANT
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CONTINUOUS BEAD OF FIRESTONE WATERBLOCK
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INSTALL RUBBER ROOFING MATERIAL @ ROOF EAVE PER ROOFING MFR'S. INSTRUCTIONS
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RETURN EDPM ROOFING MEMBRANE BEHIND FLASHING TYP.
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TAPER INSULATION BD. AS REQ'D TO DIRECT RAIN WATER TO EXIST. ROOF DRAINS
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LINE OF EXIST. MANSARD ROOF
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EXIST. ROOF DECK
AutoCAD SHX Text INSTALL 2x WALL EDGE BLOCKING MATCHING SIZE OF EXIST. BLOCKING ON EXIST. AS NEEDED TO BUILD-UP EDGE TO ACCOMMODATE NEW INSULATION BOARD
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LINE OF EXIST. EXTERIOR WALL
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MIN.
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8" MIN.
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DATE:
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DRAWN BY:
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NO.
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DESCRIPTION
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DATE
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PROJECT REVISION
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DRAWING DESCRIPTION:
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ENVIRONMENTAL
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STRUCTURAL
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CIVIL
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LEE S. ZEGER III, P.E.
AutoCAD SHX Text 7910 Sunrise Camp Road
AutoCAD SHX Text Phone: (717) 491-9730
AutoCAD SHX Text E-mail: lzeger@ces-engr.com
AutoCAD SHX Text Huntingdon, Pa. 16652
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JEREMY B. FLETCHER, PLS
AutoCAD SHX Text 1350 Lincoln Way E.
AutoCAD SHX Text Phone: (717) 485-5440
AutoCAD SHX Text E-mail: jfletcher@ces-engr.com
AutoCAD SHX Text McConnellsburg, Pa. 17233
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C 2026 CES ENGINEERING, LLC
AutoCAD SHX Text ALL PLANS, SPECIFICATIONS, AND ELECTRONIC FILES RELATED TO THIS PROJECT ARE PROJECT SPECIFIC AND ARE THE PROPERTY OF CES ENGINEERING, LLC.
AutoCAD SHX Text ALL COMMON LAW, STATUTE, AND OTHER RESERVED RIGHTS ARE RESERVED BY CES ENGINEERING, LLC
AutoCAD SHX Text ANY USE OF THE DESIGN IN WHOLE OR PART OR REPRODUCTION OF THE MATERIAL HEREIN WITHOUT THE WRITTEN CONSENT OF CES ENGINEERING, LLC IS PROHIBITED AND SUBJECT TO LEGAL PROSECUTION
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ROOF PLAN LAYOUT
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BLDG. NORTH END
AutoCAD SHX Text J.T.P
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APR. 23, 2026
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METAL TOWNSHIP, FRANKLIN COUNTY
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14823 PATH VALLEY ROAD, WILLOW HILL PA.
AutoCAD SHX Text 26001.01.01
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AS NOTED
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SCALE: 1/8" = 1'-0"
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PROJECT NORTH
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BLDG. NORTH END
AutoCAD SHX Text EXTEND EXIST. ROOF DRAINS @ MAIN ROOF LEVEL AS REQ'D TO ACCOMMODATE NEW ROOF INSULATION THICKNESS.
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AutoCAD SHX Text REMOVE EXIST. STONE BALLAST & PROVIDE TO OWNER. OWNER TO PROVIDE LOCATION ON SITE FOR DUMPING. REMOVE EXIST. RUBBER ROOF MEMBRANE, FIBERBOARD BASE, & PERIMETER EDGE FLASHING @ TOP OF WALL OF BOTH MAIN ROOF LEVEL & HIGH ROOF LEVEL. INSPECT EXIST. ROOF DECKING FOR ANY DAMAGED AREAS. INFORM ENGINEER W/ ANY SUSPICIOUS FINDINGS PRIOR TO CONTINUING W/ ANY WORK. INSTALL NEW POLYISO INSULATION BOARD BASE. SEE DETAIL A/S1.1 FOR HIGH ROOF LEVEL & DETAIL B/S1.1 FOR MAIN ROOF LEVEL.
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SEE SHEET A1.2 FOR CONTINUATION
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SCALE: 1 1/2" = 1'-0"
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TYP. @ PERIMETER OF HIGH WALL & CHIMNEY
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SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text ALL INFORMATION (DIMENSIONS, NOTES, DETAILS, ETC.) SHOWN ON THE PLANS ARE FOR THE CONTRACTOR'S ASSISTANCE IN THE CONSTRUCTION OF THIS PROJECT. DO NOT SCALE THESE DRAWINGS. REPRODUCTIONS MAY BE SKEWED DUE TO PRINTING, COPYING, ETC.
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AutoCAD SHX Text ALL NEW MATERIALS, ASSEMBLIES, PROCEDURES, AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S LATEST PRINTED INSTRUCTIONS/SPECIFICATIONS AND COMPLY WITH ALL CODE REQUIREMENTS AND FUNCTIONAL INTENT.
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AutoCAD SHX Text ALL CONSTRUCTION SHALL MEET OR EXCEED THE MOST STRINGENT APPLICABLE LOCAL, STATE, & FEDERAL BUILDING CODES, REGULATIONS, & REQUIREMENTS NOT WITHSTANDING ANY CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND/OR DETAILS. VERIFY ALL DISCREPANCIES W/ ENGINEER PRIOR TO BIDDING THE PROJECT & THE COMMENCEMENT OF ANY WORK THEREON.
AutoCAD SHX Text OWNER & CONTRACTOR SHALL REVIEW, VERIFY, AND CO-ORDINATE ALL DIMENSIONS, TOLERANCES, CONSTRUCTION CONDITIONS, CLEARANCES, ETC. PRIOR TO THE COMMENCEMENT OF ANY WORK.
AutoCAD SHX Text ALL DIMENSIONS ARE GIVEN TO FACE OF FRAMING, FACE OF MASONRY, OR CENTERLINE OF STEEL UNLESS NOTED OTHERWISE. DIMENSIONS FOR EXIST. CONDITIONS MAY EFFECT LAYOUT OF NEW CONSTRUCTION THEREFORE ALL EXIST. DIMENSIONS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF WORK FOR EACH PHASE.
AutoCAD SHX Text GENERAL CONTRACTOR SHALL ENSURE MUTUAL COMPATIBILITY & NON-DETRIMENTAL/NON-CORROSIVE INTERACTION & EFFECT OF ALL INDIVIDUAL CONSTRUCTION COMPONENTS, MATERIALS, TREATMENTS, FASTENERS, ETC. WITH ALL OTHER RELATED OR ADJACENT CONSTRUCTION COMPONENTS, MATERIALS, TREATMENTS, FASTENERS, ETC. AS PROVIDED ON THIS PROJECT WITHIN THE REQUIRED CONSTRUCTION ASSEMBLIES.
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NO SCALE
AutoCAD SHX Text CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE PROPER ROOF SLOPE REQUIRED FOR RAIN WATER TO DRAIN PROPERLY TO EXIST. ROOF DRAINS.
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AutoCAD SHX Text 365'-0"
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RD
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RD
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RD
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RD
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RD
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RD
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RD
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RD
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EXHAUST HOOD
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EXHAUST HOOD
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EXHAUST HOOD
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EXHAUST HOOD
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HVAC UNIT
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HVAC UNIT
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HVAC UNIT
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EXIST. RAIL CURB
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EXIST. RAIL CURB
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EXIST. RAIL CURB
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EXIST. 4" STL. PIPE
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EXIST. 4" STL. PIPE
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EXIST. 4" STL. PIPE
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EXIST. 4" STL. PIPE
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EXIST. 4" STL. PIPE
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EXHAUST HOOD
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EXHAUST HOOD
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EXHAUST HOOD
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EXIST. RAIL CURB, DISCONNECT & WIRING TO BE REMOVED
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EXHAUST HOOD
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EXIST. RAIL CURB, DISCONNECT & WIRING TO BE REMOVED
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SECURITY EYE
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SECURITY EYE
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EXIST. RAIL CURB
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HVAC UNIT
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HVAC UNIT
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EXIST. RAIL CURB
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EXIST. RAIL CURB
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HVAC UNIT
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EXIST. RAIL CURB
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EXHAUST HOOD
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EXHAUST HOOD
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HVAC UNIT
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EXIST. RAIL CURB
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HVAC UNIT
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EXIST. RAIL CURB
AutoCAD SHX Text 214'-0"
AutoCAD SHX Text 214'-0"
AutoCAD SHX Text 127'-0"
AutoCAD SHX Text EXIST. 4 1/2"± WIDE ROOF DRIP EDGEFLASHING TO BE REMOVED & REPLACED W/ NEW OF THE SAME PROFILE & COLOR
AutoCAD SHX Text EXIST. 4 1/2"± WIDE ROOF DRIP EDGEFLASHING TO BE REMOVED & REPLACED W/ NEW OF THE SAME PROFILE & COLOR
AutoCAD SHX Text EXIST. 4 1/2"± WIDE ROOFDRIP EDGE FLASHING TO BE REMOVED & REPLACED W/ NEW OF THE SAME PROFILE & COLOR
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OVERALL
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EXIST. RIVER ROCK ROOF BALLAST COVERING
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EXIST. RIVER ROCK ROOF BALLAST COVERING
AutoCAD SHX Text 365'-0"
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OVERALL
AutoCAD SHX Text EXIST. 5" WIDE x 8"± HIGH EXPANSION JOINTW/ ALUM. CAP. REMOVE EXIST. EXPANSION JOINT & PROVIDE NEW EXPANSION JOINT & ROOFING MATERIAL. SEE DETAIL C/S1.1 FOR DESCRIPTION
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NOTE 1
AutoCAD SHX Text EXIST. 5" WIDE x 8"± HIGH EXPANSION JOINTW/ ALUM. CAP. REMOVE EXIST. EXPANSION JOINT & PROVIDE NEW EXPANSION JOINT & ROOFING MATERIAL. SEE DETAIL C/S1.1 FOR DESCRIPTION
AutoCAD SHX Text EXIST. 5" WIDE x 8"± HIGH EXPANSION JOINTW/ ALUM. CAP. REMOVE EXIST. EXPANSION JOINT & PROVIDE NEW EXPANSION JOINT & ROOFING MATERIAL. SEE DETAIL C/S1.1 FOR DESCRIPTION
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ROOF SLOPE
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1/4"/FT. MIN.
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ROOF SLOPE
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1/4"/FT. MIN.
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ROOF SLOPE
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1/4"/FT. MIN.
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ROOF SLOPE
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1/4"/FT. MIN.
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SCALE: 1/8" = 1'-0"
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PROJECT NORTH
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DATE:
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SCALE:
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DRAWN BY:
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NO.
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DESCRIPTION
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DATE
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PROJECT REVISION
AutoCAD SHX Text PROJECT No:
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DRAWING DESCRIPTION:
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ENVIRONMENTAL
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STRUCTURAL
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CIVIL
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LEE S. ZEGER III, P.E.
AutoCAD SHX Text 7910 Sunrise Camp Road
AutoCAD SHX Text Phone: (717) 491-9730
AutoCAD SHX Text E-mail: lzeger@ces-engr.com
AutoCAD SHX Text Huntingdon, Pa. 16652
AutoCAD SHX Text
JEREMY B. FLETCHER, PLS
AutoCAD SHX Text 1350 Lincoln Way E.
AutoCAD SHX Text Phone: (717) 485-5440
AutoCAD SHX Text E-mail: jfletcher@ces-engr.com
AutoCAD SHX Text McConnellsburg, Pa. 17233
AutoCAD SHX Text
C 2026 CES ENGINEERING, LLC
AutoCAD SHX Text ALL PLANS, SPECIFICATIONS, AND ELECTRONIC FILES RELATED TO THIS PROJECT ARE PROJECT SPECIFIC AND ARE THE PROPERTY OF CES ENGINEERING, LLC.
AutoCAD SHX Text ALL COMMON LAW, STATUTE, AND OTHER RESERVED RIGHTS ARE RESERVED BY CES ENGINEERING, LLC
AutoCAD SHX Text ANY USE OF THE DESIGN IN WHOLE OR PART OR REPRODUCTION OF THE MATERIAL HEREIN WITHOUT THE WRITTEN CONSENT OF CES ENGINEERING, LLC IS PROHIBITED AND SUBJECT TO LEGAL PROSECUTION
AutoCAD SHX Text
ROOF PLAN LAYOUT
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BLDG. SOUTH END
AutoCAD SHX Text J.T.P
AutoCAD SHX Text
APR. 23, 2026
AutoCAD SHX Text
METAL TOWNSHIP, FRANKLIN COUNTY
AutoCAD SHX Text
14823 PATH VALLEY ROAD, WILLOW HILL PA.
AutoCAD SHX Text 26001.01.01
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AS NOTED
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BLDG. SOUTH END
SEE SHEET A1.1 FOR CONTINUATION
| CS.pdf |
| Sheets and Views |
| CS |
| S1.1.pdf |
| Sheets and Views |
| S1.1 |
| S1.2.pdf |
| Sheets and Views |
| S1.2 |
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