01920038_Final_BidSet_Plans_04_10_2024.pdf

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Attached to
Chattanooga Valley Elementary School Reroof Project
Solicitation number
PE-55462-NONST-2024-000000007
Issued by
Wilcox County, Georgia

About this file

This document is a notice and advertisement for a contract opportunity issued by the Walker County Board of Education for the Chattanooga Valley Elementary School Reroof Project. The scope of work includes reroofing the entire facility with a new TPO membrane system. The project will be awarded as a single bid package and completed in a single phase. A mandatory pre-bid meeting will be held on May 2, 2024, and sealed bids are due by 2:00 P.M. on May 16, 2024. The project is funded through FY 2024 local funds.

The document provides details on accessing the bid documents, which can be viewed online or obtained as hardcopies. No deposits are required, and no plan room distribution is planned. The project is located in Walker County, Georgia, and the successful bidder will be responsible for all aspects of the roofing replacement, including the removal of the existing membrane, cover board, and insulation down to the roof deck, as well as the installation of new roof specialties such as gutters, downspouts, and copings.

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File Type Posted
Consent to Release Info (01_2014_GKM).doc DOC document
A101___OVERALL_ROOF_PLAN_R1_AD1.pdf PDF
01920038_Final_Spec_Manual_04_10_2024.pdf PDF
Contract Affidavit A.pdf PDF
ADDENDUM__2_complete.pdf PDF
ADDENDUM__3_complete.pdf PDF
AffidavitOfNoncollusion_Offeror_(01_2014_GKM).doc DOC document
Notice of Advertisement _ CVE Reroof.docx DOCX document
A101___OVERALL_ROOF_PLAN_R2_AD2.pdf PDF
Standard Form Contract _ CVE Reroof.pdf PDF
ADDENDUM__1_Complete.pdf PDF
Performance Bond _ CVE Reroof.doc DOC document
Payment Bond _ CVE Reroof.doc DOC document
Immigration and Security Form revised.pdf PDF
Bid form _ CVE Reroof.doc DOC document
Bid Bond General Contractor.doc DOC document
RFP for General Contractor _ CVE Reroof.docx DOCX document
GC Compensation Proposal Form _ CVE Reroof.doc DOC document
A501___DETAILS_R1_AD2.pdf PDF
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PROJECT DESCRIPTIONPROJECT INFORMATION

PROJECT TITLE LOCATION MAP

CODESFACILITY INFORMATION

LIST OF DRAWINGS

FACILITY DESCRIPTION:

• THIS IS EXISTING FACILITY CONSISTING OF MULTIPLE BUILDINGS.

SCOPE OF WORK DESCRIPTION:

WORK IN THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO:

• REROOFING OF ENTIRE FACILITY WITH NEW TPO MEMBRANE SYSTEM

CONSTRUCTION DELIVERY METHOD: GENERAL CONTRACTOR

PHASING:

• PROJECT CONSISTS OF SINGLE BID PACKAGE.

• WORK SHALL BE CONDUCTED IN SINGLE PHASE.

LIST OF CONTACTS

FOR:

CHATTANOOGA VALLEY

ELEMENTARY SCHOOL

REROOF TO:

3240 CHATTANOOGA VALLEY ROAD, FLINSTONE, GA 30725

WALKER COUNTY SCHOOLS

201 SOUTH DUKE STREET, LAFAYETTE, GA 30728

FACILITY CODE NUMBER: 746-4050

PROJECT FUNDING : FY 2024 / LOCAL

FACILITY FULL TIME ENROLLMENT (FTE) :

UNCHANGED

FACILITY NUMBER OF INSTRUCTIONAL UNITS:

UNCHANGED

SQUARE FOOTAGE: 74,320 S.F.

WING "A" ............................................................11,136 S.F.

WING "B" ..............................................................7,571 S.F.

WING "C" ..............................................................7,641 S.F.

WING "D" ..............................................................9,272 S.F.

WING "E" ..............................................................8,348 S.F.

WING "F" ..............................................................7,372 S.F.

WING "G" ............................................................22,980 S.F.

EXISTING BUILDING CODE CLASSIFICATIONS:

TYPE OF OCCUPANCY ...........................................................EDUCATIONAL TYPE OF CONSTRUCTION: ....................................................IBC-IIB NFPA-II (000)

ELECTRICAL GENERAL

DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES:

STRUCTURAL:

American Institute of Steel Construction, AISC 15 Edition

(ANSI/AISC 360-16)

American Concrete Institute, ACI 318-14 Steel Joist Institute, SJI 100-15 Building Code Requirement for Concrete Masonry Structures, TMS 402/602-16 ASCE 7-16 Minimum Design Loads for Buildings & Other Structures

FIRE PROTECTION SYSTEM:

PLUMBING:

GENERAL:

MECHANICAL GENERAL:

Underwriters' Laboratories, Inc., Approved Materials List.

Materials and apparatus of a type that have been tested and listed by UL shall be manufactured under their reinspection service and bear the UL label.

All local prevailing city and county codes.

Georgia Laws and Rules "Regulating Boilers and Pressure Vessels" by Georgia Department of Labor, Safety

HEATING, VENTILATION, & AIR CONDITIONING:

Fire Protection Equipment List Published by Underwriters Laboratories.

NFPA-24 Installation of Private Fire Service Mains and the Appurtences, 2019 Edition.

NFPA-13 Installation of Sprinkler Systems, 2019 Edition.

International Plumbing Code, 2018 Edition with Georgia Amendments.

International Fuel Gas Code, 2018 Edition with Georgia Amendments.

L. P. Gas Code - GA 120-3-16 Rules and Reg. for LP Gases

International Mechanical Code, 2018 Edition.

Air Conditioning and Ventilating Systems- NFPA Standard 90A, 2018 edition.

HVAC Duct Construction Standards Metal and Flexible, 4th. Edition 2006, Published by SMACNA.

Fire, Smoke and Radiation Damper Installation Guide, 5th. Edition 2002, Published by SMACNA.

Vapor Removal from Cooking Equipment - NFPA Standard 96, 2017 Edition.

NFPA 70 (National Electrical Code), 2020 Edition NFPA 72, (National Fire Alarm Code) 2019 Edition, with Georgia Amendments.

NFPA 37, (Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines) NFPA 780, 2020 Edition (Lightning Protection Code) NFPA 90A, (Air Conditioning and Ventilating Systems) NFPA 110, 2019 Edition (Standard for Emergency and Standby Power Systems) NFPA 30, (Flammable and Combustible Liquids Code) All local prevailing city and county codes.

International Building, Code 2018 Edition with Georgia Amendments.

International Fire Code, 2018 Edition with Georgia Amendments.

International Energy Conservation Code, 2015 Edition with Georgia Amendments.

National Fire Protection Association Publication Number 101 (Life Safety Code), 2018 Edition.

National Fire Protection Association NFPA 13.

National Fire Protection Association NFPA 24.

National Fire Protection Association NFPA 70, 2020 Edition National Fire Protection Association NFPA 72, 2019 Ed.

State of Georgia "Rules of Safety Fire Commissionery Chapter 120-3-3".

State of Georgia Department of Education "Regulations and Procedures".

2010 ADA Standards For Accessibe Design (120.3-20A).

ANSI A117.1 Providing accessibility and usability for physically handicapped people.

Local and State Codes or Regulations.

(most recent edition, unless noted):

CODES

WARNING:

Contractors, subcontractors, vendors and suppliers are advised that the Contract Documents consist of Drawings, Specifications, Addenda, Post-Bid Addenda and Change Orders that have been printed, bound and numbered by the Architect. Any documents reproduced by parties other than the Architect, whether hard copy or electronic format, shall not be considered part of the Contract Documents and do not supercede the provisions of the Contract Documents. Contractors, subcontractors, vendors and suppliers are solely responsible for verifying that information used for bidding, development of shop drawings and construction of the facility are indentical to the Architect's Contract Documents.

SA&E PROJECT NUMBER: 01-920-038

BID PACKAGE: BP#1

ISSUED FOR CONSTRUCTION: 04-10-2024

C COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND SHALL

NOT BE COPIED OR REPRODUCED IN WHOLE OR PART WITHOUT

EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

LIST OF KEYNOTES

31 10 00 Site Clearing Earth Moving Subgrade Drainage Course Athletic Surafacing & Paving (Polyurethane) Athletic Surfacing & Paving (Latex)

Concrete Paving Tennis Court Paving & Surfacing Unit Pavers Chain Link Fences & Gates Segmental Retaining Walls Storm Utility Drainage Piping Subdrainage Drainage Pipe & Fittings Drainage Fill Cast-In-Place Concrete Concrete Steel Reinforcement Welded Wire Fabric Vapor Barrier Bond-Breaker Strips

31 20 00

32 18 23 32 18 25 32 12 16 32 13 13 32 13 13 32 14 00 32 31 13 32 32 23 33 41 00 33 46 00

03 30 00

A B

A B

A B C D E

Asphalt Paving

Polished Concrete Finishing03 35 43 Plant Precast Structural Concrete Precast Architectural Concrete Cementitious Wood-Fiber Decks Lightweight Insulating Concrete Unit Masonry Face Brick Concrete Block Mortar & Grout Masonry Joint Reinforcement Ties & Anchors Embedded Flashing Masonry Weeps Cavity Drainage Material Glass Unit Masonry Cast Stone Masonry

03 41 00 03 45 00 03 51 13 03 52 16 04 20 00

04 23 00 04 72 00

A B C D E F G H

Cast Stone Masonry Structural Steel Framing Steel Joist Framing Steel Deck Cold-Formed Metal Framing

04 72 00 05 12 00 05 21 00 05 31 00 05 40 00

Metal Fabrications Steel Ladder Ladder Safety Cage Steel Ship's Ladder Loose Bearing & Leveling Plates Loose Steel Lintels Shelf Angles Strut System Channel Framing Miscellaneous Steel Framing Loading Dock Edge Angle Metal Floor Plate & Support Frame Pipe Bollard Cast Nosing, Treads & Threshold Student Toilet Tissue Dispenser Metal Stairs Stair Framing Metal Risers Metal Subtreads Pipe & Tube Railing Fabricated Metal Spiral Stairs Miscellaneous Rough Carpentry Wood Nailers & Blocking

05 50 00

05 51 00

05 52 13 05 71 13 06 10 53

A B C D E F G H J K L M N

A B C

A Wood Patio Decking06 15 33 Sheathing Plywood Sheathing Oriented Strand Board Sheathing Glass-Mat Gypsum Sheathing Cementitious Tile Backer Units Composite Nail Base Insualated Sheathing Exterior Finish Carpentry Interior Finish Carpentry Wood Veneer Faced Cabinets Cabinet Materials Solid Hardwood Lumber Particleboard Softwood Exterior Grade Plywood Hardwood Plywood High-Pressure Laminate Solid-Surfacing Material Hardware & Accessories Knobs & Pulls Drawer & Door Locks Shelf Standards & Supports Plastic Laminate Faced Cabinets

Plastic Paneling

06 16 00

06 20 13 06 20 23 06 41 13

06 41 16

06 64 00

A B C D E

A

B

Solid Hardwood Lumber Particleboard Softwood Exterior Grade Plywood Hardwood Plywood High-Pressure Laminate Solid-Surfacing Material Hardware & Accessories Knobs & Pulls Drawer & Door Locks

A

B

Shelf Standards & Supports3

Exterior Architectural Fiberglass06 82 00 Bituminous Dampproofing Sheet Waterproofing Verical Surface Horizontal Surface

07 11 13 07 13 26

A B

PMMA Waterproofing and Traffic Coating07 14 16 Traffic Coatings Thermal Insulation Extruded Polystyrene Board Foil-faced Polyisocyanurate Board Unfaced Glass-Fieber Blankets Kraft Faced Glass-Fiber Blankets Sound Attenuation Blankets Mineral Wool Blankets Spray Polyurethane Foam Self-Adhering Sheet Air Barrier

07 18 00 07 21 00

A B C D E F G H

07 24 13 Polymer Based EIFS 07 24 19 Water Drainage EIFS 07 25 00 Weather Barriers 07 31 13 Asphalt Shingles

Standing Seam Metal Roof Roof Panels Flashing & Trim Ridge & Rake Cap Gutter Downspout Roof Curb Extruded Polystyrene Board Insulation Underlayment Material

07 41 13 A B C D E F G H

Formed Metal Wall Panels07 42 13 13 Insulated Metal Wall Panels07 42 13 19 Metal Composite Material Wall Panels07 42 13 23 Metal Soffit Panels Fiber-Cement Siding

07 42 17 07 46 46

Fiber-Cement Siding Panels07 46 46

Cabinet Materials

SBS Modified Bituminous Membrane Roofing Modified Bituminous Membrane Sheet Substrate Board Insulation Board Cover Board Flashing Membrane Walkway Pads

07 52 16 A B C D E F

Adhered EPDM Roofing EPDM Membrane Sheet Substrate Board Insulation Board Cover Board Flashing Membrane Walkway Pads

07 53 23 A B C D E F

Polyvinyl-Chloride (PVC) Roofing07 54 19 Polyvinyl-Chloride (PVC) Recover-Retrofit07 54 21

Walkway Pads Sheet Metal Flashing & Trim Base Flashing Roof Penetration Flashing Cavity Wall & Rain Screen Wall Flashing Equipment Support Flashing Safety Pans Underlayment Material Roof Specialties - Coated Steel Copings Roof Edge Flashings Gutters Downspouts Scuppers Conductor Heads Reglets Counterflashing Underlayment Material Manufactured Roof Expansion Joints Bellows-Type Roof Expansion Joint Aluminum Roof Expansion Joints

07 62 00

07 71 00

07 71 29

A B C D E F

A B C D E F G H J

A B

TPO Roofing TPO Membrane Sheet Substrate Board Insulation Board Cover Board Flashing Membrane

07 54 23 A B C D E F

07 72 00 Roof Accessories Roof Curb Equipment Support Roof Hutch Pre-Formed Flashing Sleeve Fall Protection Safety Rail System Applied Fireproofing Penetration Firestopping Fire Resistive Joint System Joint Sealants Expansion Control Pedestrian Traffic Joints Wall Joints Ceiling Joints

07 81 00 07 84 13 07 84 46 07 92 00 07 95 00

A B C D E

A B C

Hollow Metal08 11 13 Flush Wood Doors08 14 16 Access Doors And Frames08 31 13 Solid FRP Doors And Frames08 32 10 .13 Hybrid FRP Doors08 32 10 Sliding Aluminum-Framed Glass Doors08 32 13 Folding Aluminum-Framed Glass Doors08 32 17 Coiling Counter Doors08 33 13 Overhead Coiling Doors08 33 23 Overhead Coiling Grilles08 33 26

Electrically Operated Sectional Doors08 36 13 Alum Entrances and Storefronts08 41 13 All Glass Extrances08 42 26 Alum Curtain Wall08 44 13 Polycarbonate Panels08 45 13 Fiberglass Sandwich Panel Assemblies08 45 23

Sound Control Door Assemblies08 34 73

Aluminum Windows08 51 13 Steel Windows08 51 23 Wood Windows08 52 00 Door Hardware08 71 00 Glazing08 80 00 Plastic Glazing08 84 00 Louvers And Vents08 90 00 Shaft Wall Assemblies09 21 16 .23 Non-Structural Metal Framing09 22 16

Gypsum Board09 29 00

Ceramic Tile09 30 13 Acoustical Panel Ceilings09 51 13 Cork Flooring09 62 29 Wood Athletic Flooring09 64 66 Resilient Base And Accessories09 65 13 Resilient Sheet Flooring09 65 16 Resilient Tile Flooring09 65 19 Linoleum Flooring09 65 43 Resilient Athletic Flooring09 65 66 Porland Cement Terrazzo Flooring09 66 13 Restoration of Portland Cement Terrazzo Flooring09 66 14 Precast Portland Cement Terrazzo Stairs09 66 23 Resinous Matrix Terrazzo Flooring09 66 23

.16

Resinous Flooring09 67 23 Tile Carpeting09 68 13 Sheet Carpeting09 68 16 Wall Covering09 72 00 Fabric Wrapped Panels09 77 23 Sound Absorptive Ceiling Canopies09 84 72 Exterior Painting09 91 13 Exterior Re-Painting09 91 14 Interior Painting09 91 23 Interior Re-Painting09 91 24 Visual Display Units10 11 00

Plaques10 14 16 Dimensional Letter Signage10 14 19 Panel Signage10 14 23 Message Boards10 14 26 Plastic-Laminate-Clad Toilet Compartments10 21 13 .16

10 21 13 .17 Phenolic-Core Toilet Campartments 10 21 13 .19 Plastic Toilet Compartments

Steel Studs & Runners Channel Bridging Furring Channel Ceiling & Soffit Framing

A B C D

A B C

Interior Gypsum Board Exterior Gypsum Board Ceiling & Soffit Framing

A B C

Porcelain Enamel Markerboards Vinyl Fabric Faced Cork Tackboards Tackable Display Rails

10 21 13 .24 FRP Toilet Compartments 10 21 23 Cubicles 10 22 33 Accordian Folding Partitions 10 22 39 Folding Panel Partitions 10 28 00 Toilet And Bath Accessories

10 44 16 Fire Extinguishers And Cabinets

A B C

Paper Towel Dispenser Soap Dispenser Framed Mirrors

D E F G H J K L M N

Toilet Tissue Dispenser Grab Bars Shower Rod Shower Curtain And Hooks Towel Bar Soap Dish Handicapped Shower And Tub Seat Mop And Broom Holder Electric Hand Dryer Surface Mounted Sanitary Napkin Disposal

A B

Portable Fire Extinguishers Fire Extinguishers Cabinet Semi - Recessd

2 Surface Mounted 10 51 13 Lockers

A B C

Corridor Lockers Kitchen Lockers P.E. Lockers

D E

Athletic Lockers Locker Room Benches

10 56 13 Metal Storage Shelving A B

Post And Shelf Storage Units Prefabricated Coat Rack

10 56 26 Mobile Storage Shelving 10 73 10 Walkway And Canopy Covers

10 73 43 Fabricated Shelters 10 75 16 Ground-Set Flagpoles

10 73 13 Fabric Awnings

10 83 16 Banners 11 12 00 Parking Control Equipment 11 13 13 Loading Dock Bumpers 11 31 00 Residential Appliances 11 31 13 Commercial Appliances 11 40 00 Foodservice Equipment 11 51 23 Library Stack Systems 11 52 13 Projection Screens 11 52 23 Motorized Projector Lifts 11 53 13 Labortory Fume Hoods 11 61 43 Stage Curtains 11 61 23 Folding And Portable Stages 11 61 43 Stage Curtains 11 61 73 Theater Rigging Systems 11 66 13 Artroom Equipment 11 66 23 Athletic Equipment

11 66 40 Athletic Scoreboards 12 21 13 Horizontal Louver Blinds

A B C

Basketball Equipment Volleyball Equipment Safety Pads

D Divider Curtain

12 21 16 Vertical Louver Blinds 12 24 13 Roller Window Shades 12 32 00 Wood Library Casework 12 32 13 Display Casework 12 35 53 Plastic Laminate Clad Laboratory Casework 12 35 53 Wood Laboratory Casework 12 48 13 Entrance Mats And Frames 12 48 16 Entrance Floor Grilles

.16

.19

12 61 00 Fixed Audience Seating 12 66 00 Telescoping Stands 12 76 00 Grandstands 13 34 12 Greenhouses 13 34 19 Metal Building Systems

A B C

Primary Framing End Wall Framing Secondary Framing

D E

F G H J

K L M

Canopy Framing Roof Panels

Wall Panels Wall Liner Panels Soffit Panels Accessories

Vinyl Faced Glass-Fiber Blanket Insulation Extruded Polystyyrene Board Insulation Underlayment Material

Purlins Girts Eace Struts

Thermal Spacer Block Backing Plate

Flashing And Trim Ridge And Rake Cap Gutter Downspout Roof Curb Closures Pipe Flashing Cont. Eave Vent

13 34 21 Metal Over Metal Retrofit Roof Systems 14 21 00 Electric Traction Elevators 14 24 00 Hydraulic Elevators 14 26 00 Limited Use - Limited Application Elevators 14 42 00 Wheelchair Lifts

Architect of Record:

Gregory J. Schillinger, A.I.A.

Southern A&E, LLC 7951 Troon Cir, Austell, GA 30168 phone: 770-819-7777 email: gschillinger@southernae.com

Structural Engineer of Record:

Michael Eidson, P.E.

Southern A&E, LLC 7951 Troon Cir, Austell, GA 30168 phone: 770-819-7777 email: meidson@southernae.com

Landscape Architect of Record:

Patrick Hallahan Southern A&E, LLC 7951 Troon Cir, Austell, GA 30168 phone: 770-819-7777 email: phallahan@southernae.com

Mechanical Engineer of Record:

Laban Busieney, P.E.

Southern A&E, LLC 7951 Troon Cir, Austell, GA 30168 phone: 770-819-7777 email: lbusieney@southernae.com

Owner's Representative:

Chris Jones, Director of Facilities Walker County Schools 298 Culberson Ave., LaFayette, GA 30728 phone: 706-639-0168 email: chrisjones@walkerschools.org

Electrical Engineer of Record:

Frank Campo, P.E.

Southern A&E, LLC 7951 Troon Cir, Austell, GA 30168 phone: 770-819-7777 email: fcampo@southernae.com

DRAWING NUMBERSHEET NAME

NOTE: THIS IS MASTER KEYNOTE LIST. THE LISTED ITEMS MAY OR MAY NOT BE INCLUDED IN THE SCOPE OF WORK FOR THIS PROJECT

G001COVER SHEET

SHEET NUMBER SHEET NAME

GENERAL

G001 COVER SHEET

ARCHITECTURAL

A101 OVERALL ROOF PLAN

A501 DETAILS

STRUCTURAL

S601 COMPONENTS & CLADDING WIND PRESSURES

RD RD

RDRD

RD

RD

RD

NEW TPO ROOFING SYSTEM

NEW TPO ROOFING SYSTEM

NEW TPO ROOFING SYSTEM

NEW TPO ROOFING SYSTEM

NEW TPO ROOFING SYSTEM

NEW TPO ROOFING SYSTEM

1" / 1'-0"

1" / 1'-0"

1" / 1'-0"

1" / 1'-0"

1" / 1'-0"

1" / 1'-0"

1" / 1'-0"

1" / 1'-0"

NEW TPO ROOFING SYSTEM

NO WORK ON METAL CANOPY ROOF BELOW

A501

Sim

A501

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DEMO

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A501

RENO

A501

DEMO

A501

RENO

A501

DEMO

1" / 1'-0"

1" / 1'-0"

1" / 1'-0"

A501

Sim

A501

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A501

RENO

A501

DEMO

A501

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EXISTING ROOF HATCH

DS

DS

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DSDS

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ROOF RENOVATION - GENERAL NOTES:

CONTRACT DOCUMENTS: CONTRACTOR SHALL REVIEW AND COMPLY WITH ALL ROOF RENOVATION WORK SHOWN ON ROOF PLAN, ROOF

DETAILS, NOTES.

EXISTING CONDITIONS: CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO FIELD VERIFY ALL EXISTING CONDITIONS, SUCH AS OVERALL BUILDING DIMENSIONS, SIZE, QUANTITY AND LOCATION OF ROOF PENETRATIONS, ROOF TOP EQUIPMENT, DOWNSPOUTS AND OTHER ROOF SPECIALTIES. DRAWINGS DO NOT INTEND TO SHOW ALL EXISTING FIELD CONDITIONS.

CONTRACTORS LIABILITY: CONTRACTOR SHALL MAKE PROVISIONS TO AVOID FLOODING OF BUILDING DURING ROOF RECOVER INSTALLATION AND CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING BUILDINGS AND CONTENTS

THEREOF.

ROOF DEMOLITION - SCOPE OF WORK

EXISTING MEMBRANE ROOFING SYSTEM: CONTRACTOR SHALL LEAVE ENTIRE ROOFING SYSTEM IN PLACE ( MEMBRANE, COVER BOARD, INSULATION ETC.) DOWN TO EXSITING ROOF DECK.

EXISTING ROOF SPECIALTIES: CONTRACTOR SHALL REMOVE ALL EXISTING GUTTERS, DOWNSPOUTS, COPINGS, GRAVEL STOPS, ROOF-

EDGE TRIM AND FASCIA.

EXISTING WOOD NAILERS: CONTRACTOR SHALL REMOVE ALL EXISTING DETERIORATED WOOD NAILERS. EXISTING WOOD NAILERS THAT

ARE NOT DETERIORATED ARE TO REMAIN IN PLACE.

EXISTING ABANDONED EQUIPMENT AND PIPING: CONTRACTOR SHALL REMOVE ALL ABANDONED GAS PIPING, VTRS, ABANDONED EXHAUST FANS, OTHER ABANDONED ROOF-MOUNTED EQUIPMENT. COORDINATE ABANDONED EQUIPMENT WITH OWNER BEFORE REMOVAL AND BEFORE DISCARDING. CLOSE ROOF OPENINGS RESULTING FROM REMOVAL OF EQUIPMENT WHERE SPECIFIED ON ROOF PLANS AND PATCH AND REPAIR ANY SURFACES DAMAGED DURING NEW CONSTRUCTION. PATCH ROOF OPENINGS UP TO 12" DIAMETER WITH 12 GAGE METAL SHEET FASTENED TO EXISTED ROOF DECK. PATCH OPENINGS LARGER THAN 12" DIAMETER WITH P.T. PLYWOOD EXTENDING MIN. 12" PAST THE EDGE OF OPENING AND FASTENED TO EXISTING ROOF DECK. PLYWOOD SHALL BE STRUCTURALLY SOUND

AND SUPPORTED UNDERNEATH.

EXISTING ROOF VENTS: EXISTING VENTS THROUGH ROOF SHALL REMAIN IN PLACE. EXTEND EXISTING ROOF CURB TO MAINTAIN A MIN. 8" OF FLASHING ABOVE ROOF. FIELD VERIFY QUANTITIES AND LOCATIONS. WHERE EXISTING VENT THROUGH ROOF WAS CAPPED, PROVIDE

CAP ON EXTENDED.

EXISTING ABANDONED CABLES: FIELD VERIFY WITH OWNER LOCATION. CONTRACTOR SHALL REMOVE ALL ABANDONED CABLES FROM ROOF VERIFIED WITH OWNER. CONTRACTOR SHALL PROTECT EXISTING IN-USE CABLES INSTALLED ON ROOF FROM DAMAGE DURING CONSTRUCTION. ANY CABLES DAMAGED SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. ANY REQUIRED CUTTING AND SPLICING OF LOW-VOLTAGE CABLES SHALL BE PERFORMED BY A LICENSED LOW-VOLTAGE CONTRACTOR WITH BICSI RCDD

CERTIFICATION, AND IN ACCORDANCE WITH NEC AND EIA/TIA STANDARDS.

EXISTING EXHAUST FANS AND PLUMBING VENTS TO REMAIN: EXISTING H\EXHAUST FANS AND PLUMBING VENTS THROUGH ROOF SHALL

REMAIN IN PLACE

DEMOLITION DEBRIS: CONTRACTOR SHALL REMOVE ALL DEMOLITION DEBRIS FROM THE SITE.

ROOF RENOVATION - SCOPE OF WORK

NEW TPO ROOFING SYSTEM: CONTRACTOR SHALL INSTALL NEW TPO ROOFING MEMBRANE OVER EXISTING PVC MEMBRANE ROOF SYSTEM WITH FULLY ADHERED TPO ROOFING MEMBRANE AS SHOWN ON ROOF PLAN, DETAILS AND SPECIFIED IN SECTION 07 54 23.

ALL ROOF SLOPES TO BE A MINIMUM OF 1/4":12" INDICATES SLOPE DOWN

NEW ROOF SPECIALTIES: CONTRACTOR SHALL INSTALL ALL NEW ROOF SPECIALTIES (ROOF-EDGE DRAINAGE SYSTEM, ROOF-EDGE FLASHING, COPINGS AND REGLETS AND COUNTERFLASHING) AS SHOWN ON ROOF PLAN, ROOF DETAILS AND SPECIFIED IN SECTION 07 71 00.

NEW DOWNSPOUTS SHALL BE 4" X 6" AND INSTALLED AT LOCATIONS SHOWN ON ROOF PLAN. ALWAYS COORDINATE LOCATION OF DOWNSPOUTS FOR LOCATION OF DOOR AND WINDOW OPENINGS. CONTRACTOR SHALL INSTALL NEW CONCRETE SPLASHBLOCK AT EACH UN-PIPED DOWNSPOUT LOCATION. INSTALL SPLASH DIVERTER AT ALL DOWNSPOUT DISCHARGING ONTO LOWER ROOF.

NEW GUTTER SHALL BE AS SHOWN ON DETAIL. CONTRACTOR SHALL PROVIDE MIN. 20' LONG SECTION OF GUTTER WITHOUT JOINTS AND

INSTALL GUTTER EXPANSION JOINTS AT 40' ON CENTER.

NEW ROOF-EDGE FLASHING, TRIM, COPINGS, REGLETS AND COUNTERFLASHING SHALL BE AS SHOWN ON DETAILS.

NEW WOOD BLOCKING / NAILERS:

CONTRACTOR REMOVE ALL EXISTING DETERIORATED WOOD BLOCKING / NAILERS AND REPLACE WITH NEW WOOD BLOCKING / NAILERS.

ROOF RENOVATION WILL REQUIRE INSTALLATION OF ADDITIONAL PRESSURE TREATED WOOD BLOCKING / NAILERS. THICKNESS OF NEW PRESSURE TREATED WOOD BLOCKING SHALL MATCH THICKNESS OF EXISTING INSULATION. REFER TO DETAILS FOR MORE INFORMATION.

EXISTING MECHANICAL ROOF TOP FANS AND VENTSTACKS:

EXISTING FUNCTIONING MECHANICAL ROOF TOP FANS AND VENTSTACKS SHALL REMAIN IN PLACE.

NEW AND EXISTING CONDUIT PENETRATION WITH WEATHERHEAD : CONTRACTOR SHALL DISCONNECT EXISTING CABLES FOR INSTALLATION

OF NEW BOOT. REINSTALL AND RECONNECT EXISTING CABLES.

EXISTING GAS PIPING: ALL EXISTING GAS PIPING TO BE REPAINTED YELLOW. SEE DETAIL 18/A501 FOR NEW PIPE SUPPORTS AND SPACING.

EXISTING EXHAUST FAN. SEE DETAIL 5/A501

KITCHEN HOOD VENT SYSTEM

EXISTING PLUMBING ROOF VENT. SEE DETAIL 7/A501

LEGEND TO ROOF PLAN :

• CONTRACTOR SHALL PROVIDE AND INSTALL WALK PADS ON ALL

NEW ROOFS TO FORM CONTINUOUS PATH FROM ROOF ACCESS

POINTS TO ALL ROOF TOP UNITS AND AROUND EACH UNIT.

WALKPADS ARE NOT SHOWN ON ROOF PLAN. CONTRACTOR SHALL

PROVIDE LAYOUT OF WALKPADS SUBJECT TO ARCHITECT

APPROVAL. REFER TO TPO ROOFING SPECIFICATION FOR DETAILS.

• CONTRACTOR SHALL INSTALL GUTTER EXPANSION JOINTS AT MAX.

40' . INSTALL GUTTER SPLICE JOINTS AT MID-POINT BEWTEEN

EXPANSION JOINTS, AND AT MAX. 40'. PROVIDE MIN. 20' LONG

SECTIONS OF GUTTER WITHOUT JOINTS. SEE DETAILS 9/A501 &

10/A501.

4" X 6" DOWNSPOUT PIPED AWAY

4" X 6" DOWNSPOUT DISCHARGED TO

LOWER ROOF BELOW

EXISTING PLUMBING ROOF DRAIN. SEE DETAIL 13/A501RD

EXISTING MECHANICAL FUME HOOD EXHAUST FAN

4" X 6" DOWNSPOUT TO NEW SPLASHBLOCK.

SEE DETAIL 11/A501

EXISTING ROOF TOP UNIT MOUNTED ON ROOF CURB.

SEE DETAIL 12/A501

DR

DP

DS

DRAWING NUMBER

REVISIONS

COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND SHALL

NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT

EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

C

04-10-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

A

TRUE

NORTH

2" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

D

E

F

G

H

I

J

K

L

M

N

KEYPLAN

A

B

C

D

CHATTANOOGA VALLEY ES

REROOF TO:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST, LAFAYETTE, GA 30728

3420 CHATTANOOGA VALLEY RD, FLINTSTONE, GA 30725

746-4050

01-920-038

ISSUED FOR CONSTRUCTION

G

E

F

A101

OVERALL ROOF PLAN

SCALE: = 1'-0"

0 8 168

1/8"

1/16" = 1'-0"A101

1 OVERALL ROOF PLAN

R # Doc # Date

EXISTING ISO INSULATION TO REMAIN

EXISTING WOOD FIBER COVER BOARD TO REMAIN

EXISTING ROOF MEMBRANE TO REMAIN

SLOPE

EXISTING GUTTER

TO BE REMOVED

EXISTING ROOF EDGE FLASHING

TO BE REMOVED

EXISTING FLASHING MEMBRANE

TO BE REMOVED

EXISTING DOWNSPOUT

TO BE REMOVED

EXISTING WALL

TO REMAIN

EXISTING STRUCTURE TO REMAIN

EXISTING ROOF DECK TO REMAIN

EXISTING DETERIORATED WOOD

BLOCKING TO BE REMOVED

EXISTING WOOD FIBER COVER BOARD TO REMAIN

EXISTING ROOF MEMBRANE TO REMAIN

EXISTING STRUCTURE

TO REMAIN

EXISTING ROOF DECK

TO REMAIN

EXISTING INSULATION TO REMAIN

EXISTING WALL

TO REMAIN

EXISTING ROOF EDGE FLASHING

TO BE REMOVED

EXISTING DETERIORATED WOOD

BLOCKING TO BE REMOVED

EXISTING FLASHING

TO BE REMOVED

06 10 53.A, P.T.

WOOD BLOCKING

EXISTING ROOF

INSULATION

EXISTING COVER BOARD

EXISTING ROOF MEMBRANE

07 54 23.E, MEMBRANE

DRY SHEET

07 71 00.C, GUTTER

07 71 00.D, REMOVE AND

REPLACE EXISTING DOWNSPOUT

(FIELD VERIFY LOCATIONS)

EXISTING ROOF DECK

TO REMAIN

EXISTING WALL TO REMAIN

EXISTING ROOF STRUCTURE TO REMAIN

07 54 23.A, NEW ROOF

MEMBRANE AND FLASHING

06 10 53.A, P.T.

WOOD BLOCKING

EXISTING ROOF

INSULATION

EXISTING COVER BOARD

EXISTING ROOF MEMBRANE

07 92 00, SEALANT

07 54 23.E, MEMBRANE DRY SHEET

07 71 00, METAL

RAKE FLASHING & TRIM

07 54 23.A, NEW ROOF

MEMBRANE AND FLASHING

NEW STANDARD EPDM BOOT

NEW STANDARD EPDM CAP

NEW DRAW BEND

EXISTING EXHAUST FAN PIPE

NEW TPO MEMBRANE SHEET

EXISTING COVER BOARD

EXISTING INSULATION

BOARD

EXISTING MEMBRANE SHEET

EXISTING COVER

BOARD

EXISTING INSULATION

BOARD

EXISTING ROOF DECK

EXISTING JOIST

EXISTING ROOF CURB

TO BE REMOVED

EXISTING MECH UNIT

TO BE REMOVED

EXISTING JOIST

EXISTING ROOF DECKEXISTING ROOF DECK

WITH NEW ROOF DECK

FILL THIS AREA OF THE OLD CURB

NEW ROOF DECK - USE 1.5B22 GALVANIZED

CORRUGATED ROOF DECK WIDE RIB BY

VULCRAFT OR EQUAL

- SECTION PROPERTIES:

Ip = 0.155 in4/ft Sp = 0.186 in3/ft In = 0.183 in4/ft Sn = 0.192 in3/ft Fy = 33 ksi Design Thickness = 0.0295 in.

Weight = 1.78 psf

WELD TO EXISTING BEAM WITH 5/8" PUDDLE

WELDS AT 12" ON CENTER

NEW SECTION

SECTION SHOWING DEMO

EXISTING STRUCTURE

TO REMAIN

EXISITNG VENT PIPE

NEW DRAW BAND

NEW SEAL

NEW EPDM CAP

NEW EPDM BOOT

NEW 07 54 23.E

EXISTING ROOF MEMBRANE

EXISTING INSULATION

EXISTING ROOF DECK

EXISTING COVER BOARD8

M

IN

NEW 07 54 23.A

SEE SPECIFICATION SECTION 07 71 00

1" 4"

8"

5"

1" 4 1/2"

3"

1"

SLIP FLASHING RIVET

ONE SIDE ONLY

JOINT TRIM RIVET

ONE SIDE ONLY

GUTTER

GUTTER END CAP

SEALANT

SLIP FLASHING RIVET

ONE SIDE ONLY

GUTTER END CAP

JOINT TRIM

AXONOMETRIC

GUTTER SECTIONELEVATION

PLAN VIEW

NOTE: PROVIDE GUTTER EXPANSION AT EVERY 40'

(PROFILES MAY VARY WITH MANUFACTURER)

BUTT JOINT

G

UTTER L

AP

2" -

2" .

2" .

5" T

APE

GUTTER

RIVET GUTTER SPLICE

GUTTER LAP JOINT

BED OF SEALANT

ONE LAYER TO BE PLACE

BETWEEN GUTTERS AT LAP

JOINT AND ANOTHER LAYER

TO BE PLACED ON TOP OF

LAP JOINT AND THE COVERED

WITH 5" EPDM TAPE

PROVIDE 5" WIDE 60 MIL.

EPDM SELF-ADHERING

RUBBER COVER TAPE BY

EPDM MANUFACTURER

LAP JOINT

NOTE:

PROVIDE CONCRETE

SPLASHBLOCK

AT EACH UNPIPED

DOWNSPOUT

DISCHARGING

AT GRADE LEVEL AND

AT LOWER ROOF LEVEL.

SEE ROOF PLAN FOR

TYPE OF DOWNSPOUTS

AND CIVIL DRAWINGS

FOR ALL PIPED

DOWNSPOUTS.

PLAN

SECTION

2'

2" 1"

2" 7" 2"

EXISTING INSULATION

BOARD

EXISTING WOOD

BLOCKING

EXISTING ROOF DECK

EXISTING INSULATION

BOARD

EXISTING ROOF DECK

ROOF STRUCTURE

1'

SUPPORT

CURB

ROOF CURB

06 10 53.A, P.T. WOOD BLOCKING

07 92 00, SEALANT

07 54 23.A, MEMBRANE SHEET

EXISTING COVER BOARD, 1/4"

06 10 53.A, P.T. WOOD BLOCKING

07 92 00, SEALANT

07 54 23.A, MEMBRANE SHEET

EXISTING COVER BOARD

EXISTING TO REMAIN METAL COVER WITH

CONT. CLEAT FASTENED AT 16" O.C.

EXISTING MEMBRANE SHEETEXISTING MEMBRANE SHEET

EXISTING MEMBRANE SHEET

EXISTING

INSULATION BOARD

EXISTING ROOF DECK

EXISTING COVER BOARD

EXISTING DRAIN

STRAINER

CONTINUOUS BEAD WATERBLOCK

EXISTING

DECK CLAMP

EXISTING

DRAIN PIPE

TO REMAIN

ROUND CUT IN ROOF MEMBRANE, EXTEND

1" PAST CLAMPING RING. HOLE SHOULD

BE LARGER THAN DRAIN PIPE DIA.

EXISTING INSUALTION

07 54 23.A, NEW MEMBRANE

SHEET

REMOVE AND

REINSTALL

EXISTING INSULATION

BOARD

EXISTING P.T. WOOD

BLOCKING

EXISTING ROOF DECK

EXISTING INSULATION

BOARD

EXISTING ROOF DECK

ROOF STRUCTURE

1'

EXISTING

SUPPORT

CURB

2"

EXISTING WOOD BLOCKING

NEW METAL COVER WITH CONT.

CLEAT

07 92 00, SEALANT

07 54 23.A, MEMBRANE SHEET

EXISTING COVER BOARD

EXISTING WOOD BLOCKING

07 92 00, SEALANT

07 54 23.A, MEMBRANE SHEET

EXISTING COVER BOARD

ROOF STRUCTURE

EXISTING MEMBRANE SHEET

EXISTING MEMBRANE SHEET

EXISTING STRUCTURE

AND ROOF DECK TO REMAIN

EXISTING STRUCTURE TO REMAIN

07 54 23.A, NEW MEMBRANE SHEET

EXISTING COVER BOARD

06 10 53.A, WOOD NAILERS

EXISTING INSULATION

EXISTING COVER BOARD

07 54 23.A, NEW MEMBRANE SHEET

SLOPE

06 10 53.A, WOOD NAILERS

07 54 23.E, DRY SHEET

EXISTING INSULATION

07 54 23.E

EXISTING MEMBRANE SHEET

EXISTING MEMBRANE SHEET

NEW SHEET METAL GRAVE STOP

07 54 23.E, MEMBRANE DRY SHEET

WRAP AROUND WOOD BLOCKING

EXISTING ROOF MEMBRANE TO REMAIN

EXISTING COVER BOARD TO REMAIN

EXISTING INSULATION TO REMAIN

REMOVE

EXISTING METAL COPING

EXISTING ROOF STRUCTURE

TO REMAIN

EXISTING WALL

TO REMAIN

REMOVE EXISTING

DETERIORATED WOOD

BLOCKING

07 54 23.A, NEW MEMBRANE SHEET

EXISTING COVER BOARD

EXISTING INSULATION

EXISTING STRUCTURE

TO REMAIN

07 71 00.A

NEW COPING

TO MATCH EXISTING

06 10 53 NEW WOOD NAILER

EXISTING WALL

TO REMAIN

EXISTING MEMBRANE SHEET

V A

R

IE

S

1/2" ALL

THREAD

ROD

1/2" ALL

THREAD

ROD

SIZE AND SHAPE OF

ROLLER MAY BE

DIFFERENT - BASED

ON PIPE DIAMETER

PIPE SUPPORT

- RE: SPEC'S.

1/2" THICK RUBBER

WALK PAD

FINISHED ROOF

PIPE SUPPORT

SPACING SCHEDULE

PIPE SIZE

PIPE SUPPORT

SPACING

3/4" 6'-0"

1" 6'-0"

1-1/4" 8'-0"

1-1/2" 10'-0"

2" 10'-0"

2-1/2" 10'-0"

3" 10'-0"

4" 12'-0"

DRAWING NUMBER

REVISIONS

COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND SHALL

NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT

EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

C

04-10-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

A

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

D

E

F

G

H

I

J

K

L

M

N

CHATTANOOGA VALLEY ES

REROOF TO:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST, LAFAYETTE, GA 30728

3420 CHATTANOOGA VALLEY RD, FLINTSTONE, GA 30725

746-4050

01-920-038

ISSUED FOR CONSTRUCTION

A501

DETAILS

3/4" = 1'-0"A501

1 TYPICAL SECTION_EAVE_DEMO

3/4" = 1'-0"A501

2 TYPICAL SECTION_RAKE_DEMO

3/4" = 1'-0"A501

3 SECTION_EAVE DETAIL AT TPO ROOF

3/4" = 1'-0"A501

4 SECTION_RAKE DETAIL AT TPO ROOF

1" = 1'-0"A501

5 EXHAUST FAN THRU ROOF DETAIL - PLY ROOF

3/4" = 1'-0"A501

6 REPAIR DECK AT ABANDONDED ROOF CURB

1" = 1'-0"A501

7 TYPICAL PLUMBING VENT THRU ROOF DETAIL

3" = 1'-0"A501

8 X - DETAIL - TYPICAL GUTTER

1 1/2" = 1'-0"A501

9 X - DETAIL - TYPICAL GUTTER EXPANSION JOINT

1 1/2" = 1'-0"A501

10 X - DETAIL - TYPICAL GUTTER SPLICE

3/4" = 1'-0"A501

11 X - DETAIL - TYPICAL SPLASHBLOCK

1" = 1'-0"A501

12 DETAILS - TYPICAL ROOF PENETRATIONS - PLY ROOF CURB

1" = 1'-0"A501

13 DETAILS - TYPICAL ROOF PENETRATIONS - PLY ROOF DRAIN

1" = 1'-0"A501

14 DETAILS - PLY ROOF EXPANSION JOINT

3/4" = 1'-0"A501

15 TYPICAL HIGH TO LOW ROOF SECTION

3/4" = 1'-0"A501

16 TYPICAL PARAPET WALL SECTION - DEMO

3/4" = 1'-0"A501

17 TYPICAL PARAPET WALL SECTION - RENO

NTSA501

18 PIPE SUPPORT DETAIL

R # Doc # Date

2 1 1' 1 2 2 1 1'

3 3

3 3

3 3

3 3

1'

1'

3 3

1'

1'

1'

HIGH FLAT ROOF

LOW FLAT ROOF

LOW FLAT ROOF

LOW FLAT ROOF

LOW FLAT ROOF

LOW FLAT ROOF

LOW FLAT ROOF

LOW FLAT ROOF

9.6 ft. 9.6 ft.

.6 f t.

3.2 ft.

.6 f t.

.6 f t.

3.2 ft.

9.6 ft. 9.6 ft.

3.2 ft.

14.4 ft.

14.4 ft.

4.

ft.

9.

ft.

9.

ft.

3.2 ft.

5 54

SEE DIMENSION ON PLAN

TYPICAL WALL ELEVATION

ZONE

100 +6.6#

-59.1

-43.4

-25.7

Effective Wind Area

(ft^2)

HIGH FLAT ROOF WIND DESIGN PRESSURES FOR

COMPONENTS & CLADDING (PSF)

R O

O F

Neg.

Pres. (psf)

Pos.

Pres. (psf)

1 200 -23.5

1 500 -20.6

2 -34.1

2 -31.3

2 -27.6

3 -40.6

3 -35.0

3 -27.6

104 +18.9 -20.5

504 +16.9 -18.5

2004 -16.8

5004 -15.7#

+15.3#

+14.2#

5 -25.2

5 -21.3

5 -17.9

5 -15.7#

1 10 +8.4# -32.9

W A

L L

* Wind loads shown are strength level , multiply by 0.6 to obtain service level loads.

# The final net design wind pressure, including all permitted reductions, used in the design shall not be less than 16psf acting in either direction

1' 100 -18.9

1' 500 -12.8#

1' 1000 -10.1#

1' 10 -18.9

ZONE

100 +5.9#

-52.6

-38.6

-22.8

Effective Wind Area

(ft^2)

LOW FLAT ROOF WIND DESIGN PRESSURES FOR

COMPONENTS & CLADDING (PSF)

R O

O F

Neg.

Pres. (psf)

Pos.

Pres. (psf)

1 200 -20.9

1 500 -18.3

2 -30.3

2 -27.8

2 -24.6

3 -36.1

3 -31.1

3 -24.6

104 +16.8 -18.2

504 +15.1# -16.5

2004 -15.0#

5004 -14.0#

+13.6#

+12.6#

5 -22.4

5 -18.9

5 -16.0#

5 -14.0#

1 10 +7.5# -29.2

W A

L L

* Wind loads shown are strength level , multiply by 0.6 to obtain service level loads.

# The final net design wind pressure, including all permitted reductions, used in the design shall not be less than 16psf acting in either direction

1' 100 -16.8

1' 500 -11.4#

1' 1000 -9.0#

1' 10 -16.8

+6.6#

+6.6#

+6.6#

+8.4#

+6.6#

+6.6#

+6.6#

+8.4#

+6.6#

+6.6#

+6.6#

+8.4#

+6.6#

+6.6#

+18.9

+16.9

+15.3#

+14.2#

+5.9#

+5.9#

+5.9#

+7.5#

+5.9#

+5.9#

+5.9#

+7.5#

+5.9#

+5.9#

+5.9#

+7.5#

+5.9#

+5.9#

+16.8

+15.1#

+13.6#

+12.6#

DRAWING NUMBER

REVISIONS

COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND SHALL

NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT

EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

C

04-10-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

A

TRUE

NORTH

2" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

D

E

F

G

H

I

J

K

L

M

N

KEYPLAN

A

B

C

D

CHATTANOOGA VALLEY ES

REROOF TO:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST, LAFAYETTE, GA 30728

3420 CHATTANOOGA VALLEY RD, FLINTSTONE, GA 30725

746-4050

01-920-038

ISSUED FOR CONSTRUCTION

STATE BOARD OF REGISTRATION

FOR PROFESSIONAL ENGINEERS AND

LAND SURVEYORS

SOUTHERN A & E, LLC

ENGINEER FIRM

LICENSE NO: PEF003374

EXP. DATE - 06/30/2024

G

E

F

S601

COMPONENTS & CLADDING WIND

PRESSURES

1" = 20'-0"S601

1 WIND PRESSURE PLAN

12" = 1'-0"S601

2 WIND PRESSURES FOR COMPONENTS & CLADDING

NOTE:

1. WIND LOAD PER IBC 2018, ASCE 7-16

2. BASIC WIND SPEED: 111 MPH (Vult) (3 SECOND GUST)

3. ALLOWABLE STRESS DESIGN WIND SPEED: 86 MPH (Vasd) (3 SECOND GUST)

4. RISK CATEGORY: III

5. EXPOSURE CATEGORY: B

SCALE: = 1'-0"

0 8 168

1/8"

R # Doc # Date treyp

MICHAEL EIDSON-SIGNED

MICHAEL EIDSON-SIGNED

00_COVER
15_ARC
A101 - OVERALL ROOF PLAN
A501 - DETAILS
25_STR
S601 - COMPONENTS & CLADDING WIND PRESSURES

File details come from the government source that posted it. Updated .