DRAWINGS_P100 POULTRY LAB 7_1_25.pdf

PDF 8 MB Posted Jul 2, 2025

Attached to: FVSU- Poultry Lab Modifications` State and local contract opportunity
Solicitation number: PE-53300-RFP-2026-000000047
Issued by: Paulding County, Georgia

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Written by GovTribe AI · Jul 7, 2025

This document is a comprehensive set of architectural and engineering drawings for the Poultry Lab Modifications project at the Equine Facility for Fort Valley State University, located in Fort Valley, Georgia, under the jurisdiction of the Board of Regents of the University System of Georgia. The project involves detailed modifications to an existing facility, with drawings covering architectural, structural, plumbing, mechanical, and electrical systems. The design documents (Project Number P100) include floor plans, building sections, equipment details, demolition plans, and new work plans for various building systems, indicating a thorough renovation of the poultry laboratory space within the equine facility.

The drawings suggest a complex renovation involving significant upgrades to infrastructure, including modifications to plumbing systems (with new gas, water, and waste piping), electrical systems (new lighting, power, and low-voltage installations), and mechanical systems (new HVAC equipment and ductwork). The project appears to be funded through the university system, with a proposed implementation date of May 2025. The comprehensive nature of the drawings indicates a substantial investment in modernizing the research and laboratory facilities, with careful attention to technical details, safety requirements, and integration of new equipment and systems into the existing building infrastructure.

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ITB and Project Manual P100.pdf	PDF	Jul 2, 2025
SPD_SP045TaxComplianceForm(1).doc	DOC document	Jul 2, 2025

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SHEET NUMBER

CHECKED BY

DRAWN BY

SHEET TITLE

PROJECT NO.

REVISION

DATE

5191 Columbus Rd.

(P)478.477.7465

Macon, GA 31206

(F)478.477.9511 frontdesk@spdesigngrp.com

Architects and Engineers Inc.

Y, G

O F

M O

F G

18-035

PEJ

MNE

FOUNDATION PLAN

& DETAILS

MAY 9, 2025

F O

R T

V A

L L

E Y

S T

A T

E U

E R

Y A

P O

U L

T R

Y L

A B

M O

N S

A T

E Q

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A C

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REINFORCED C.M.U. GENERAL NOTES

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1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF TMS 602-18 ("SPECIFICATION FOR MASONRY STRUCTURES"). ALL SUPERVISORY PERSONNEL HAVING ANY CONNECTION WITH THE MASONRY WORK SHALL CERTIFY THAT THEY HAVE FAMILIARIZED THEMSELVES WITH THESE PUBLICATIONS. 2. BLOCK SHALL BE LAID IN A RUNNING BOND UNLESS NOTED BLOCK SHALL BE LAID IN A RUNNING BOND UNLESS NOTED OTHERWISE, SEE ARCH DRAWINGS. 3. ALL FACE SHELLS OF BLOCKS SHALL BE COMPLETELY MORTARED ALL FACE SHELLS OF BLOCKS SHALL BE COMPLETELY MORTARED IN BED JOINTS: HEAD JOINTS SHALL BE COMPLETELY MORTARED VERTICALLY FOR SAME WIDTH AS BED JOINTS. WHERE CELLS ARE TO BE FILLED WITH GROUT, FACE AND WEB SHELLS SHALL BE COMPLETELY MORTARED EXCEPT WHERE ADJACENT CELLS ARE TO BE FILLED, THE WEBS COMMON TO BOTH CELLS NEED NOT BE MORTARED. 4. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C 90-15, CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C 90-15, LIGHT WEIGHT (105 PCF). UNIT COMPRESSIVE STRENGTH SHALL BE 2000 PSI MINIMUM. MANUFACTURER SHALL PROVIDE A WRITTEN CERTIFICATION OF THE UNIT COMPRESSIVE STRENGTH WHICH SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH ASTM C140-15. 5. ALL BLOCK WORK BELOW THE FINISHED FLOOR ELEVATION SHALL ALL BLOCK WORK BELOW THE FINISHED FLOOR ELEVATION SHALL BE LAID USING TYPE M MORTAR. ALL BLOCK WORK ABOVE THE FINISHED FLOOR ELEVATION SHALL BE LAID USING TYPE S OR TYPE M MORTAR. MORTAR SHALL COMPLY WITH ASTM C 270-14A. 6. ASSUMED F FOR EXTERIOR WALLS = 2000 PSI @ 28 DAYS. ASSUMED F FOR EXTERIOR WALLS = 2000 PSI @ 28 DAYS. 7. ASSUMED F FOR INTERIOR WALLS = 2000 PSI @ 28 DAYS. ASSUMED F FOR INTERIOR WALLS = 2000 PSI @ 28 DAYS. 8. PROVIDE CONT. HORIZONTAL JOINT REINFORCING @ 16" O.C. PROVIDE CONT. HORIZONTAL JOINT REINFORCING @ 16" O.C. VERTICALLY 8.1. IN ALL 7 5/8" MASONRY WALLS HORIZONTAL JOINT IN ALL 7 5/8" MASONRY WALLS HORIZONTAL JOINT HORIZONTAL JOINT REINFORCING SHALL BE LADDER TYPE WITH 2-CONT. W1.7 (9 GA.) WIRES WITH W1.7 (9 GA.) CROSS TIES @ 16" O.C. 8.2. IN ALL 11 5/8" MASONRY WALLS HORIZONTAL JOINT IN ALL 11 5/8" MASONRY WALLS HORIZONTAL JOINT HORIZONTAL JOINT REINFORCING SHALL BE LADDER TYPE WITH 2-CONT. 3/16" WIRES WITH W1.7 (9 GA.) CROSS TIES @ 16" O.C. 8.3. HORIZONTAL JOINT REINFORCING SHALL COMPLY WITH ASTM HORIZONTAL JOINT REINFORCING SHALL COMPLY WITH ASTM A951-16 AND SHALL BE HOT DIP GALVANIZED PER ASTM A153-16. 8.4. LAP SPLICE ALL JOINT REINFORCING IN ACCORDANCE WITH LAP SPLICE ALL JOINT REINFORCING IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. USE PREFABRICATED SECTIONS AT INTERSECTIONS AND CORNERS. DO NOT CUT OR DO NOT CUT OR BEND 9. ALL CELLS AND VOIDS NOTED AS FILLED SHALL BE FILLED SOLID ALL CELLS AND VOIDS NOTED AS FILLED SHALL BE FILLED SOLID WITH GROUT. PROVIDE GROUT THAT: 9.1. CONFORMS TO MATERIAL REQUIREMENTS OF ASTM CONFORMS TO MATERIAL REQUIREMENTS OF ASTM AC476-LATEST EDITION. 9.2. HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS (TESTED PER ASTM C1019). 9.3. HAS A SLUMP FLOW OF 8 IN TO 11 IN AS DETERMINED BY HAS A SLUMP FLOW OF 8 IN TO 11 IN AS DETERMINED BY ASTM C143 9.4. AND HAS A VISUAL STABILITY INDEX (VSI) LESS THAN OR AND HAS A VISUAL STABILITY INDEX (VSI) LESS THAN OR EQUAL TO 1 AS DETERMINED IN ACCORDANCE WITH ASTM C1611/C1611M. 9.5. INCLUDES COARSE AGGREGATE NOT EXCEEDING 3/8" IN INCLUDES COARSE AGGREGATE NOT EXCEEDING 3/8" IN DIMENSION. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. 11. PROVIDE A CONTINUOUS GROUT FILLED BOND BEAM (WITH PROVIDE A CONTINUOUS GROUT FILLED BOND BEAM (WITH 2-CONTINUOUS #5'S) AT 8'-0" MAXIMUM ON CENTER VERTICALLY IN FULL HEIGHT OF ALL 7 5/8" REINFORCED MASONRY WALLS. 12. PROVIDE A CONTINUOUS GROUT FILLED BOND BEAM (WITH PROVIDE A CONTINUOUS GROUT FILLED BOND BEAM (WITH 2-CONTINUOUS #6'S) AT 8'-0" MAXIMUM ON CENTER VERTICALLY IN ALL 11 5/8" REINFORCED MASONRY WALLS. 13. PROVIDE A CONTINUOUS GROUT FILLED BOND BEAM (WITH PROVIDE A CONTINUOUS GROUT FILLED BOND BEAM (WITH 2-CONTINUOUS #5'S) AT THE TOPS OF ALL 7 5/8" MASONRY WALLS. 14. PROVIDE A CONTINUOUS GROUT FILLED BOND BEAM (WITH PROVIDE A CONTINUOUS GROUT FILLED BOND BEAM (WITH 2-CONTINUOUS #6'S) AT THE TOPS OF ALL 11 5/8" MASONRY WALLS. 15. PROVIDE KNOCK-OUT BLOCKS FOR BOND BEAMS WHERE SHOWN OR PROVIDE KNOCK-OUT BLOCKS FOR BOND BEAMS WHERE SHOWN OR NOTED. PROVIDE U-BLOCKS FOR BOND BEAMS IN ALL OTHER WALLS. 16. VERTICAL WALL REINFORCING IN CENTER OF FULLY GROUTED CELLS VERTICAL WALL REINFORCING IN CENTER OF FULLY GROUTED CELLS WILL BE REQUIRED AT: 16.1. SPACINGS SHOWN ON PLANS AND DETAILS SPACINGS SHOWN ON PLANS AND DETAILS 16.2. IN EACH OF 3 FILLED CELLS AT ALL CORNERS AND IN EACH OF 3 FILLED CELLS AT ALL CORNERS AND INTERSECTIONS (SEE ASSOC. DETAILS) 16.3. IN FILLED CELLS ON EA. SIDE OF ALL OPENINGS (AS IN FILLED CELLS ON EA. SIDE OF ALL OPENINGS (AS INDICATED IN LINTEL SCHEDULE) 16.4. IN FILLED CELLS ON EACH SIDE OF EACH INTERRUPTING IN FILLED CELLS ON EACH SIDE OF EACH INTERRUPTING COLUMN (SEE ASSOC. DETAILS) 16.5. IN EACH OF 3 FILLED CELLS AT ALL BEAM BEARINGS. IN EACH OF 3 FILLED CELLS AT ALL BEAM BEARINGS. 17. EXTEND ALL VERTICALS FROM FOOTING MAT TO TOP OF WALL. SEE EXTEND ALL VERTICALS FROM FOOTING MAT TO TOP OF WALL. SEE SECTIONS & DETAILS. LAP SPLICE VERTICALS 48 BAR DIAMETERS AS REQUIRED. PROVIDE 12" LONG, 90° HOOKS @ FOUNDATION MAT& T/WALL BOND BEAM, TYP. ALL VERTICALS 18. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE SHORING CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE SHORING FOR WALLS DURING CONSTRUCTION. 19. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL SHOWING SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. SHOW WALL STEEL IN PLAN AND ELEVATION. INDICATE CONTROL JOINT LOCATIONS - COORDINATE WITH ARCHITECHTURAL DRAWINGS. NO FABRICATION SHALL BEGIN UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

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TYPICAL CORNER

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TYPICAL INTERSECTION

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PROVIDE PREFABRICATED HORIZONTAL "T"

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PLAN DETAILS @ WALL INTERSECTIONS

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SEE PLANS AND WALL SECTIONS

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FOR TYPICAL VERTICAL REINFORCING

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SIZE AND SPACING.

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PROVIDE VERTICAL IN A FILLED

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CELL AT EACH END OF ALL

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FULL-HEIGHT WALLS, TYP. UNLESS

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NOTED OTHERWISE:

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EXTEND ALL VERT. REINF. FROM

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FOOTING REINF. MAT TO BOND

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BEAM @ TOP OF WALL. HOOK

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VERT. 8", TYP. TOP & BOTT.

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PROVIDE PREFABRICATED HORIZONTAL "L"

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TYPICAL HORIZONTAL LADDER-

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TYPE REINFORCING @ 16" O.C.

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TYPICAL HORIZONTAL LADDER-

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TYPE REINFORCING @ 16" O.C.

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PROVIDE VERTICAL BAR CONT. IN

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EA. OF THREE FILLED CELLS, TYPICAL

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AT ALL CORNERS & INTERSECTIONS:

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EXTEND VERTICAL REINFORCING

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TO BOND BEAM REINFORCING,

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HOOK 8", TYPICAL.

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TYPICAL CORNER

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TYPICAL INTERSECTION

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PLAN DETAILS @ BOND BEAM INTERSECTIONS

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SEE PLANS AND WALL SECTIONS

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FOR TYPICAL VERTICAL REINFORCING

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SIZE AND SPACING.

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TYPICAL HORIZONTAL LADDER-

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TYPE REINFORCING AND

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WALL THICKNESS VARIES, SEE PLANS AND ARCH DWGS.

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PREFABRICATED CORNERS ARE

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NOT SHOWN FOR CLARITY.

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PROVIDE CORNER BAR FOR

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EACH CONT. BAR IN BOND

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BEAM. SIZE, SPACING, AND

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NO. OF CORNER BARS SHALL

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MATCH BARS IN CONT.

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BOND BEAM. SEE SECTIONS.

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CORNER BARS SHALL BE OF

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SUFFICIENT LENGTH TO OBTAIN

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A LAP OF 48 BAR DIAMETERS

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(24" MINIMUM), TYPICAL.

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"U" BLOCKS, TYP.

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EXTEND VERTICAL REINFORCING

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TO BOND BEAM REINFORCING,

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HOOK 8", TYPICAL.

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CORNER BARS SHALL BE OF

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SUFFICIENT LENGTH TO OBTAIN

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A LAP OF 48 BAR DIAMETERS

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(24" MINIMUM), TYPICAL.

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TYPICAL HORIZONTAL LADDER-

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TYPE REINFORCING AND

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PREFABRICATED CORNERS ARE

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NOT SHOWN FOR CLARITY.

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"U" BLOCKS, TYP.

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PROVIDE CORNER BAR FOR

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EACH CONT. BAR IN BOND

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BEAM. SIZE, SPACING, AND

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NO. OF CORNER BARS SHALL

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MATCH BARS IN CONT.

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BOND BEAM. SEE SECTIONS.

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WALL THICKNESS VARIES, SEE PLANS AND ARCH DWGS.

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1-#5 FOR 7 5/8" WALL

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1-#6 FOR 11 5/8" WALL

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1-#5 FOR 7 5/8" WALL

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1-#6 FOR 11 5/8" WALL

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NOTES:

AutoCAD SHX Text L 7 x 4 x 3/8, L.L.V.

AutoCAD SHX Text L 6 x 3 1/2 x 3/8, L.L.V.

AutoCAD SHX Text L 5 x 3 1/2 x 3/8, L.L.V.

AutoCAD SHX Text L 4 x 3 1/2 x 5/16, L.L.V.

AutoCAD SHX Text L 3 1/2 x 3 1/2 x 1/4

AutoCAD SHX Text FB 3 1/2 x 1/4

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OVER 10'-0" TO 12'-0"

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OVER 8'-0" TO 10'-0"

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OVER 6'-0" TO 8'-0"

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OVER 4'-0" TO 6'-0"

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OVER 1'-0" TO 4'-0"

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0' TO 1'-0"

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LINTEL

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SPAN

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FOR EACH 4" OF BRICKWORK

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LINTEL SCHEDULE

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BEARING FOR 16" LENGTH FROM FOOTING TO TOP OF WALL & PROVIDE 1-#5 VERTICAL

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5- WHERE C.M.U. LINTEL SPAN EXCEEDS 6'-0", FILL CELLS OF CONCRETE BLOCK UNDER

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3/8" MAXIMUM STONE SIZE. SHORE POURED LINTELS 7 DAYS, MINIMUM.

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EXCEPT AS NOTED. FILL SHALL BE COARSE GROUT CONFORMING TO ASTM C476,

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4- CONCRETE BLOCK (C.M.U.) LINTELS SHALL BE MADE WITH FILLED ``U'' BLOCKS,

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DIAMETERS (BASED ON LARGEST BAR) WHERE SPACE PERMITS. WHERE SPACE DOES NOT

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3- C.M.U. LINTELS AND REINFORCING SHALL EXTEND PAST EACH SIDE OF OPENING 48 BAR

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1- LINTELS SCHEDULED ABOVE SHALL BE USED UNLESS SHOWN OR NOTED OTHERWISE.

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BAR IN EACH OF 2 FILLED CELLS, EACH SIDE OF OPENING. AT OTHER LINTELS,

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PROVIDE 1-#5 VERTICAL BAR, EACH SIDE OF OPENING, IN FILLED CELL. EXTEND

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PERMIT EXTENSION, BEND BARS 90%%D INTO FULLY GROUTED CELL EACH SIDE OF OPENING.

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ALL VERTICALS FROM FOOTING MAT TO BOND BEAM AT TOP OF WALL.

AutoCAD SHX Text 2- STEEL LINTELS SUPPORTING BRICK SHALL HAVE 1" BEARING, EACH END, FOR EACH 1'-0"

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OF SPAN, BUT NOT LESS THAN 6" BEARING, EACH END.

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SIZES SHOWN ARE MINIMUMS. IF FLASHING DETAILS REQUIRE OFFSET/ADDITIONAL SPACE

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BETWEEN LINTEL AND BACK OF BRICK, CONTACT PROJECT ENGINEER.

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(SEE NOTES ON PLAN @ KITCHEN/CAFETERIA & AGRICULTURE LAB), PROVIDE

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6- AT OPENINGS IN TALL 8" CMU WALLS WITH NO INTERMEDIATE LOW ROOF BRACING

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FROM FOOTING TO TOP OF WALL AS FOLLOWS:

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ADDITIONAL GROUTED CELLS ON EACH SIDE OF OPENING WITH #5 VERT. REINFORCING

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OPENINGS 6'-0" TO 6'-6": MIN. OF 3 CELLS ON EACH SIDE OF OPENING

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OPENINGS (8'-0" TO 8'-6"): MIN. OF 4 CELLS ON EACH SIDE OF OPENING

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** WHERE OPENINGS ARE SEPARATED BY A WALL SEGMENT < 4'-0",

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GROUT AND REINFORCE ALL CELLS BETWEEN OPENINGS

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LINTEL TWO COURSES DEEP

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#3 TIES @ 8" O.C.

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TOP COURSE, TYP.

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KNOCK-OUT BLOCK

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AutoCAD SHX Text 2-#6 T; 2-#7 B

AutoCAD SHX Text 1-#5 T; 1-#6 B

AutoCAD SHX Text 1-#4 T; 1-#5 B

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OVER 11'-0" TO 14'-0"

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OVER 7'-0" TO 11'-0"

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OVER 5'-0" TO 7'-0"

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OVER 3'-0" TO 5'-0"

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0' TO 3'-0"

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LINTEL ONE COURSE DEEP

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LINTEL

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SPAN

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FOR EACH 8" WYTHE OR FRACTION THEREOF

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FOR CONCRETE BLOCK (C.M.U.)

AutoCAD SHX Text A. ROOF (LL )........................................................................ 20 PSF

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1. %%ULIVE LOADS%%U

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GENERAL NOTES

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3. CODES CODES A. INTERNATIONAL BUILDING CODE, 2018 ED. WITH LATEST INTERNATIONAL BUILDING CODE, 2018 ED. WITH LATEST GEORGIA AMENDMENTS. B. REINFORCED CONCRETE: ACI 318-14. REINFORCED CONCRETE: ACI 318-14. C. ALL STEEL WORK SHALL COMPLY WITH APPLICABLE STANDARDS ALL STEEL WORK SHALL COMPLY WITH APPLICABLE STANDARDS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INCLUDING THE SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION AND THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE, AWS D1.1-LATEST EDITION. 4. PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING UNTIL PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING UNTIL ALL PERMANENT BRACING, SHEAR WALLS, MOMENT CONNECTIONS, AND FLOOR AND ROOF DIAPHRAGMS ARE COMPLETELY INSTALLED. THE STRUCTURAL ELEMENTS ARE UNSTABLE UNTIL THE STRUCTURE IS COMPLETED IN ACCORDANCE WITH THE PLANS. 5. SHOP DRAWINGS GENERAL NOTE: THE PLANS, SECTIONS, AND SHOP DRAWINGS GENERAL NOTE: THE PLANS, SECTIONS, AND THE PLANS, SECTIONS, AND DETAILS PROVIDED AS PART OF THE CONTRACT DOCUMENTS SHALL NOT BE USED IN A REPRODUCIBLE FORM AS PART OF THE SHOP DRAWINGS.

AutoCAD SHX Text A. ROOF DEAD LOAD ............................................................ 15 PSF

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2. %%UDEAD LOADS

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1. ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO AISC 360-16 "SPECIFICATION FOR ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO AISC 360-16 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES." 2. UNLESS NOTED OTHERWISE: UNLESS NOTED OTHERWISE: 2.A. STEEL SHALL CONFORM TO ASTM A36 (36 KSI YIELD STRENGTH), EXCEPTIONS NOTED. STEEL SHALL CONFORM TO ASTM A36 (36 KSI YIELD STRENGTH), EXCEPTIONS NOTED. 2.B. ELECTRODES SHALL CONFORM TO E70-XX. ELECTRODES SHALL CONFORM TO E70-XX. 2.C. ALL BOLTS TO BE A325X, WITH THREADS EXCLUDED FROM THE SHEAR PLANE. ALL BOLTS TO BE A325X, WITH THREADS EXCLUDED FROM THE SHEAR PLANE. 2.D. ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554 (36 KSI YIELD STRENGTH) WITH HEAVY HEX ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554 (36 KSI YIELD STRENGTH) WITH HEAVY HEX NUTS AND STANDARD WASHERS. ANCHOR RODS SHALL BE WELDABLE UNLESS NOTED OTHERWISE. 2.E. ALL PL.'S SHALL BE SUPPLIED FREE OF LAMINATIONS & IMPURITIES & SHALL CONFORM TO ASTM ALL PL.'S SHALL BE SUPPLIED FREE OF LAMINATIONS & IMPURITIES & SHALL CONFORM TO ASTM A36, U.N.O. 3. HEADED ANCHORS AND SHEAR CONNECTORS (STUDS) SHALL CONFORM TO ASTM A108 (SEE SPECS. FOR HEADED ANCHORS AND SHEAR CONNECTORS (STUDS) SHALL CONFORM TO ASTM A108 (SEE SPECS. FOR YIELD STRENGTH). 4. SHOP DRAWINGS PREPARED IN ACCORDANCE WITH THE LATEST "STRUCTURAL STEEL DETAILING MANUAL" SHOP DRAWINGS PREPARED IN ACCORDANCE WITH THE LATEST "STRUCTURAL STEEL DETAILING MANUAL" OF AISC SHALL BE SUBMITTED FOR APPROVAL. NO FABRICATION SHALL BEGIN UNTIL SHOP DRAWINGS ARE COMPLETED AND APPROVED. 5. STEEL FRAMING CONNECTIONS SHALL BE BOLTED OR WELDED, AS INDICATED. STEEL FRAMING CONNECTIONS SHALL BE BOLTED OR WELDED, AS INDICATED. 5.A. BOLTED JOINTS SHALL CONFORM TO AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM BOLTED JOINTS SHALL CONFORM TO AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". BOLTS SHALL CONFORM TO ASTM A325 AND SHALL BE MINIMUM 3/4" DIAMETER, UNLESS NOTED OTHERWISE. 5.B. WELDS SHALL CONFORM TO THE "STRUCTURAL WELDING CODE" OF THE AMERICAN WELDING WELDS SHALL CONFORM TO THE "STRUCTURAL WELDING CODE" OF THE AMERICAN WELDING SOCIETY, AWS D1.1. USE E70XX ELECTRODES. WEDING PROCESSES AND OPERATORS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATIONS PROCEDURES". WELDERS SHALL CARRY PROOF OF QUALIFICATIONS TO JOBSITE. 6. PROVIDE SHOP COAT OF STANDARD PRIMER PAINT. PRIMER TO BE COMPATIBLE WITH FINISH COAT. PROVIDE SHOP COAT OF STANDARD PRIMER PAINT. PRIMER TO BE COMPATIBLE WITH FINISH COAT. TOUCH-UP AREAS DAMAGED IN HANDLING AND ERECTION WITH THE SAME PAINT USED FOR SHOP COAT. STEEL SURFACES TO BE WELDED OR ENCASED IN CONCRETE OR FIREPROOFING, OR SURFACES RECEIVING WELDED SHEAR CONNECTORS SHALL NOT BE PAINTED. 7. PROVIDE A NON-SHRINK, NON-METALLIC, SELF-LEVELING GROUT (F'c = 5000 PSI, MIN.) UNDER BASE PROVIDE A NON-SHRINK, NON-METALLIC, SELF-LEVELING GROUT (F'c = 5000 PSI, MIN.) UNDER BASE PLATES, AFTER SETTING AND LEVELING. NO "DRY-PACKING" PERMITTED. 8. PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING UNTIL ALL PERMANENT BRACING, MOMENT PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING UNTIL ALL PERMANENT BRACING, MOMENT CONNECTIONS AND FLOOR AND ROOF DECKS (DIAPHRAGMS) ARE COMPLETELY INSTALLED. THE STRUCTURAL ELEMENTS ARE UNSTABLE UNTIL THE STRUCTURE IS COMPLETED IN ACCORDANCE WITH THE PLANS.

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STRUCTURAL STEEL

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GENERAL NOTES

AutoCAD SHX Text C "THIS DRAWING IS THE PROPERTY OF SP DESIGN GROUP ARCHITECTS AND ENGINEERS, INC. IT IS TO BE USED ONLY FOR THE PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN, AND IS NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT, OR REPRODUCED IN WHOLE OR IN PART, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION."

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1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301, ALL CONCRETE WORK SHALL CONFORM TO ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". DESIGN IS BASED ON ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE." 2. CONCRETE SHALL BE NORMAL WEIGHT (150 PCF) AND SHALL CONCRETE SHALL BE NORMAL WEIGHT (150 PCF) AND SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS (EXCEPTIONS NOTED). 3. SUBMIT CONCRETE MIX DESIGNS FOR REVIEW, IN ACCORDANCE WITH SUBMIT CONCRETE MIX DESIGNS FOR REVIEW, IN ACCORDANCE WITH ACI 318 TO THE ARCHITECT AND TESTING AGENCY. 4. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S. 5. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED. 6. THE AIR CONTENT AT THE POINT OF PLACEMENT SHALL BE PER THE AIR CONTENT AT THE POINT OF PLACEMENT SHALL BE PER ACI 318 TABLE 4.2.1 FOR MODERATE EXPOSURE. HARD TROWELED SLABS OR SLABS ON GRADE THAT WILL RECEIVED TOPPINGS SHALL NOT RECEIVE AIR ENTRAINMENT UNLESS PERMITTED BY TOPPING MANUFACTURER. 7. THE TESTING AGENCY SHALL SAMPLE AND TEST EACH 100 CU. THE TESTING AGENCY SHALL SAMPLE AND TEST EACH 100 CU. YARDS OR FRACTION THEREOF OF EACH CLASS OF CONCRETE PLACED EACH DAY. SAMPLE CONCRETE IN ACCORDANCE WITH ASTM C172. PERFORM THE FOLLOWING TESTS IN ACCORDANCE WITH THE INDICATED STANDARD: SLUMP: ASTM C143 ASTM C143 AIR CONTENT: ASTM C231 (NORMAL WEIGHT CONCRETE) ASTM C231 (NORMAL WEIGHT CONCRETE) ASTM C173 (LIGHT WEIGHT CONCRETE) COMPRESSIVE STRENGTH: ASTM C39, WITH ONE ASTM C39, WITH ONE CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28 DAYS, AND ONE SPECIMEN HELD IN RESERVE. CONCRETE TEMPERATURE: ASTM C1064 ASTM C1064 UNIT WEIGHT: ASTM C567ASTM C567

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REINFORCED CONCRETE

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GENERAL NOTES

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8. MOIST CURE CONCRETE WITH MOISTURE PROTECTIVE COVER FOR A MOIST CURE CONCRETE WITH MOISTURE PROTECTIVE COVER FOR A MINIMUM OF 7 DAYS. 9. HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE LOCATION OF VERTICAL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ARCHITECT. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS, CLEANED, AND CAULKED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. 11. WELDED WIRE REINFORCING (W.W.R.) SHALL BE PLAIN WIRE CONFORMING TO ASTM A1064 AND SHALL BE PROVIDED IN FLAT SHEETS. LAP MESH AT LEAST ONE MESH SPACING AT SPLICES. 12. TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. "STICKING" DOWELS INTO WET CONCRETE IS NOT PERMITTED. 13. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH (NOT FORMED): 3" 3" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER #6 BARS THROUGH #12 BARS 2" 2" #5 BARS AND SMALLER 1 1/2" 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER SLABS AND WALLS 1" 1" 14. DO NOT PLACE PIPES EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR WALL UNLESS SPECIFICALLY SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. 15. DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE STRUCTURAL ENGINEER. 16. EXTERIOR SLABS SHALL DRAIN FREELY WITH A MAXIMUM VARIATION FROM THE INDICATED PLANE OF 1/4" PER 1'-0".

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SEE ARCH FOR OPENING WIDTH, 6'-0" MAX.

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AutoCAD SHX Text NEW L6x3x3/8 L.L.V. TEMPORARY LINTEL N.S. AND F.S. OF WALL

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NEW CMU LINTEL, SEE CMU LINTEL SCHEDULE ABOVE

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PROVIDE NEW FILLED CELL ON EACH SIDE OF NEW OPENING

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PROVIDE NEW FILLED CELL ON EACH SIDE OF NEW OPENING

AutoCAD SHX Text CONSTRUCTION SEQUENCE: 1. RESTRICT ALL LIVE LOADS ON ALL CMU RESTRICT ALL LIVE LOADS ON ALL CMU WALLS TO BE AFFECTED. 2. INSTALL TEMPORARY L6x4x3/8 L.L.V. BEAM INSTALL TEMPORARY L6x4x3/8 L.L.V. BEAM ON EACH SIDE OF EX. CMU WALL. BEAM TO EXTEND AT LEAST 16" BEYOND BLOCK TO BE REMOVED ON EACH SIDE AND TO HAVE 3/4" THRU-RODS AS SPECIFIED.3. REMOVE EXISTING BLOCK BELOW LINTEL AS REMOVE EXISTING BLOCK BELOW LINTEL AS REQUIRED TO INSTALL NEW CMU LINTEL WITH FILLED CELLS EACH SIDE AS NOTED ON THIS SHEET. 4. BUILD AND INSTALL NEW CMU LINTEL PER BUILD AND INSTALL NEW CMU LINTEL PER CMU LINTEL SCHEDULE THIS SHEET. 5. REMOVE TEMPORARY LINTEL FROM ABOVE REMOVE TEMPORARY LINTEL FROM ABOVE NEW OPENING AND REPAIR FACE OF CMU.

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EMBED VERTICALS FROM FILLED CELL 2 1/2" IN HILTI HY200 EPOXY

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EMBED VERTICALS FROM FILLED CELL 2 1/2" IN HILTI HY200 EPOXY

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3/4" THRU RODS, PROVIDE 1ON EACH SIDE AND 1 AT CENTER OF SPAN

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NEW OPENING DETAIL

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SCALE: 1"=1'-0"

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SCALE: 1"=1'-0"

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NEW CMU LINTEL, SEE CMU LINTEL SCHEDULE

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EX. 8" CMU WALL

AutoCAD SHX Text 7 5/8"

AutoCAD SHX Text NEW L6x3x3/8 L.L.V. TEMPORARY LINTEL EA. SIDE

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3/4" THRU-BOLTS,PROVIDE 1 AT EACH END AND 1 IN CENTER OF SPAN

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INFILL COURSE ABOVE NEW LINTEL

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STRUCTURAL

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STRUCTURAL DESIGN BY

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PI-TECH, INC.

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AutoCAD SHX Text COA Expiration: 6.30.2026

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INFILL

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COURSE

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NEW LINTEL

SHEET NUMBER

CHECKED BY

DRAWN BY

SHEET TITLE

PROJECT NO.

REVISION

DATE

5191 Columbus Rd.

(P)478.477.7465

Macon, GA 31206

(F)478.477.9511 frontdesk@spdesigngrp.com

Architects and Engineers Inc.

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FOUNDATION PLAN

& DETAILS

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EXISTING CMU WALL

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EXISTING CMU WALL

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EXISTING CMU WALL

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EXISTING CMU WALL

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NEW 8" CMU INFILL

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EX. WALL FOUNDATION

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NEW 8" CMU WALL

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NEW BRICK VENEER

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NEW BRICK VENEER

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NEW OPENING IN EX. WALL, SEE NEW OPENING DETAIL SHEET S0

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PARTIAL INFILL OF EX. ROLL UP DOOR WITH NEW OPENING, SEE LINTEL SCHEDULE

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EX. WALL FOUNDATION

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EX. WALL FOUNDATION

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EX. WALL FOUNDATION

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SCALE : 1/8"=1'-0"

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FOUNDATION PLAN

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SCALE : 1"=1'-0"

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EX. SLAB ON GRADE

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EX. 8" CMU WALL

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NEW BRICK VENEER, SEE ARCH

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EX. FOUNDATION

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SCALE : 1"=1'-0"

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AutoCAD SHX Text #5 VERTICALS @ 48" O.C. IN FULLY GROUTED CELLS, EXTEND TO BOTTOM FOOTING MAT, HOOK 12" AND TIE

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8" CMU BOND BEAM WITH 2-#5 CONT. PROVIDE AT TOP OF WALL AND AT 8'-0" MAX. O.C.

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EXTEND VERTICALS INTO BOND BEAMS, HOOK 12" AND TIE

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BRICK VENEER, SEE ARCH

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BRICK VENEER, SEE ARCH

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3" CL.

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3" CL.

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3" CL.

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2" CL.

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8" CMU BOND BEAM WITH 2-#5 CONT. PROVIDE AT TOP OF WALL AND AT 8'-0" MAX. O.C.

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EXTEND VERTICALS INTO BOND BEAMS, HOOK 12" AND TIE

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EX. METAL BUILDING PURLINS

AutoCAD SHX Text L6x4x5/16x6" LONG L.L.V., ATTACH TO CMU BOND BEAM WITH 5/8" ANCHOR ROD EMBEDDED 4 1/2" IN HILTIHY270 EPOXY. INSTALL ANCHOR ROD IN 1 1/2" VERTICALLY SLOTTED HOLE ATTACH TO PURLIN USING (1)-1/2" BOLT ATTACHED IN CENTER OF L AND PURLIN

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EX. 4" SLAB, REMOVE AS REQUIRED TO INSTALL NEW FOOTING

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EX. 4" SLAB, REMOVE AS REQUIRED TO INSTALL NEW FOOTING

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(3)-#5 CONT.

AutoCAD SHX Text #5 TRANSVERSE @ 12" O.C., ALTERNATE SIDES OF FOOTING AND EMBED 6" IN EX. SLAB USING HILTI HY200 EPOXY

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(3)-#5 CONT.

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#5 TRANSVERSE @ 12" O.C.

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EX. SLAB ON GRADE

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EX. FOUNDATION

AutoCAD SHX Text #5 VERTICALS @ 48" O.C. IN FULLY GROUTED CELLS, EMBED VERTICALS 8" IN HILTI HY200 EPOXY AT BOTTOM OF WALL. PROVIDE AT LEAST ONE FILLED CELL IN EACH INFILL OPENING

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8" CMU BLOCK INFILL

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EX. 8" CMU BLOCK WALL

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EX. 8" CMU BOND BEAM (BEYOND)

AutoCAD SHX Text CMU BOND BEAM WITH (2)-#5 CONT., EXTEND TO EX. BOND BEAM ON EACH SIDE AND EMBED ENDS 4 1/2" IN HILTI HY270 EPOXY

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EX. SLAB ON GRADE

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EX. FOUNDATION

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EXTEND CONTINUOUS BARS, EMBED ENDS 6" IN HILTI HY200 EPOXY IN EX. FOUNDATION

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EXTEND CONTINUOUS BARS, EMBED ENDS 6" IN HILTI HY200 EPOXY IN EX. FOUNDATION

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#5 TRANSVERSE BARS @ 12" O.C.

AutoCAD SHX Text #5 VERTICALS @ 48" O.C. IN FULLY GROUTED CELLS, PROVIDE BAR AT END OF NEW WALL WITH BAR EMBEDDED 8" IN HILTI HY200 EPOXY

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CUT EX. SLAB AT EDGE OF EX THICKENED FOOTING

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2" CL.

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3" CL.

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SCALE : 1"=1'-0"

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SCALE : 1"=1'-0"

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NEW OPENING IN EX. WALL, SEE NEW OPENING DETAIL SHEET S0

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NEW OPENING IN EX. WALL, SEE NEW OPENING DETAIL SHEET S0

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T/METAL BUILDING: VARIES, MAX. 25'-0"

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1" CL.

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EX. CMU WALL AT TOP OF OPENING TO BE INFILLED

AutoCAD SHX Text CMU BOND BEAM WITH (2)-#5 CONT., EXTEND TO EX. CMU ON EACH SIDE AND EMBED ENDS 4 1/2" IN HILTI HY270 EPOXY. PROVIDE 1 COURSE BELOW TOP OF OPENING

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PROVIDE INFILL BLOCK ABOVE BOND BEAM

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STRUCTURAL

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STRUCTURAL DESIGN BY

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PI-TECH, INC.

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AutoCAD SHX Text COA Expiration: 6.30.2026

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EXTEND MASONRY TO ROOF DECK

(BUILD AROUND PURLINS) SEE ARCH.

EQUIPMENT

UNISEX

TOILET

OFFICE

6'-0"

CORRIDOR

UNISEX

TOILET

OFFICE

POULTRY LAB

HATCHERY

JANITOR

CLOSET

EQUIPMENT

UNISEX

TOILET

OFFICE

6'-0"

CORRIDOR

UNISEX

TOILET

OFFICE

POULTRY LAB

HATCHERY

JANITOR

CLOSET

EXISTING JANITOR'S SINK TO REMAIN

EXISTING WATER HEATER AND DRAIN

TO BE REMOVED

EXISTING WATER FOUNTAIN TO REMAIN

EXISTING WATER CLOSET, LAVATORY, FLOOR DRAIN

AND SHOWER TO BE REMOVED. CAP WASTE PIPING

BELOW FLOOR AND PATCH FLOOR AS REQUIRED.

APPROXIMATE LOCATION OF EXISTING

WASTE PIPING TO REMAIN (TYPICAL

UNLESS NOTED OTHERWISE)

EXISTING WATER CLOSET, LAVATORY, FLOOR DRAIN

AND SHOWER TO BE REMOVED. CAP WASTE PIPING

BELOW FLOOR AND PATCH FLOOR AS REQUIRED.

EXISTING FLOOR DRAIN TO REMAIN

EXISTING PLUMBING FIXTURES TO REMAIN THIS WATER COOLER ONLY HAS ROUGH-IN, CUT AND

CAP IN WALL AS REQUIRED

EXISTING WATER FOUNTAIN TO REMAIN

CAP EXISTING HOT AND COLD WATER PIPING

AS REQUIRED ABOVE CEILING OR INSIDE WALLS.

PATCH WALLS TO MATCH EXISTING.

CAP EXISTING HOT AND COLD WATER PIPING

AS REQUIRED ABOVE CEILING OR INSIDE WALLS.

PATCH WALLS TO MATCH EXISTING.

EXISTING WATER HEATER SHALL BE REMOVED.

SEE NEW WORK PLAN FOR NEW WATER HEATER

EXISTING PLUMBIN FIXTURES TO REMAIN

THIS FIXTURE WAS ONLY ROUGHED-IN, CAP WASTE AND

WATER PIPING IN WALL AS REQUIRED FOR NEW WORK

EXISTING JANITOR'S SINK TO REMAIN

EXISTING WATER MAIN ENTRANCE

EXISTING WATER PIPING TO REMAIN

(TYPICAL UNLESS NOTED OTHERWISE)

1/2" CW

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1/2" CW

2" CW

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P-1 P-2

P-4

CONTRACTOR SHALL MODIFY WATER PIPING

IN CHASE AS REQUIRED FOR CONNECTION TO

EXISTING HOT AND COLD WATER PIPING

WH-1

CONNECT NEW 1 1/2" COLD WATER PIPING TO

EXISTING AT THIS APPROXIMATE LOCATION

SPRINKLER (TYPICAL FOR 8 IN POULTRY LAB)

1/2" COLD WATER TO

FUME HOOD BY OTHERS

1/2" HOT AND COLD WATER PIPING

TO LAB SINK BY OTHERS

EXISTING JANITOR'S SINK TO REMAIN

1/2" HOT AND COLD WATER PIPING TO

LAB SINK BY OTHERS

CONNECT NEW 1 1/2" COLD WATER PIPING TO

EXISTING AT THIS APPROXIMATE LOCATION

CONNECT NEW 1/2" COLD WATER PIPING

TO EXISTING AT THIS APPROXIMATE LOCATION

CONNECT NEW 3/4" HOT AND 3/4" COLD WATER PIPING

TO EXISTING AT THIS APPROXIMATE LOCATION

SEE WATER RISER #1 ON SHEET P103

P-3

1/2" CW

CONNECT NEW 1/2" COLD WATER PIPING

TO EXISTING AT THIS APPROXIMATE LOCATION

EXISTING PLUMBING FIXTURES TO REMAIN

MIXING VALVE TO EMERGENCY EYEWASH/SHOWER

BY OTHERS. SEE RISER ON SHEET P103

P-1 P-2

3" F.D. 'A'

3" F.D. 'B'

3" F.D. 'A'

CONNECT NEW 3" WASTE PIPING TO EXISTING AT

THIS APPROXIMATE LOCATION BELOW SLAB. CUT

AND PATCH FLOOR AS REQUIRED

2" W

3" W

CONNECT NEW 2" WASTE PIPING TO EXISTING AT

THIS APPROXIMATE LOCATION BELOW SLAB. CUT

AND PATCH FLOOR AS REQUIRED

CONNECT NEW 3" WASTE PIPING TO EXISTING AT

THIS APPROXIMATE LOCATION BELOW SLAB. CUT

AND PATCH FLOOR AS REQUIRED

3" W

CONTRACTOR SHALL MODIFY WASTE PIPING

IN CHASE AS REQUIRED FOR CONNECTION TO

EXISTING WASTE PIPING AS SHOWN

P-3

CONNECT NEW 2" WASTE PIPING TO EXISTING AT

THIS APPROXIMATE LOCATION BELOW SLAB. CUT

AND PATCH FLOOR AS REQUIRED

SEE WASTE RISER #1 ON SHEET P103

EXISTING FLOOR DRAIN TO REMAIN

SHEET NUMBER

CHECKED BY

DRAWN BY

DATE

SHEET TITLE

PROJECT NO.

5191 Columbus Road Macon, GA 31206

(P) 478-477-7465

(F) 478-477-9511 frontdesk@spdesigngrp.com

C "THIS DRAWING IS THE PROPERTY OF

SP DESIGN GROUP ARCHITECTS AND

ENGINEERS, INC. IT IS TO BE USED ONLY

FOR THE PROJECT AND SITE

SPECIFICALLY IDENTIFIED HEREIN, AND IS

NOT TO BE USED ON OTHER PROJECTS OR

EXTENSIONS OF THIS PROJECT, OR

REPRODUCED IN WHOLE OR IN PART,

EXCEPT BY AGREEMENT IN WRITING AND

WITH APPROPRIATE COMPENSATION.

SPDG

Architects and Engineers, Inc.

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PLUMBING

FLOOR PLAN

P101SCALE: 3/16" = 1'-0"

PLUMBING DEMOLITION FLOOR PLAN - WASTE

SCALE: 3/16" = 1'-0"

PLUMBING DEMOLITION FLOOR PLAN - WATER

SCALE: 3/16" = 1'-0"

PLUMBING NEW WORK FLOOR PLAN - WATER

SCALE: 3/16" = 1'-0"

PLUMBING NEW WORK FLOOR PLAN - WASTE

REVISION

No. Date

EQUIPMENT

OFFICE

UNISEX

TOILET

POULTRY LAB

HATCHERY

JANITOR

CLOSET

3/4" G

3/4" A 3/4" H

3/4" N2

3/4" O2

3/4" CO2

A C

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1/2" O2

1/2" H

1/2" A

1/2" N2

1/2" VAC

1/2" G

1/2" O2

1/2" CO2

1/2" H

A C

1/2" A

1/2" N2

1/2" VAC

1/2" G

A C

1/2" O2

1/2" CO2

1/2" H

1/2" A

1/2" N2

1/2" VAC

1/2" G

A C

1/2" O2

1/2" CO2

1/2" H

1/2" A

1/2" N2

1/2" G

1/2" VAC

1/2" G

1/2" VAC

PROPANE TANK PROVIDED BY OWNER

CUT AND PATCH CONCRETE AS REQUIRED TO

INSTALL GAS PIPING AS SHOWN

CONTRACTOR SHALL PROVIDE ROUGH-IN AND FINAL

CONNECTION TO LAB EQUIPMENT BY OTHERS.

(LAB EQUIPMENT SUPPLIER) COORDINATE AS

REQUIRED.

WVS5: AUTOMATIC VACUUM SYSTEM W/TWIN PISTON

OIL-FREE OIL-LESS HIGH PERFORMANCE 5.5 CFM,

3/4 HP, 120 VOLT VACUUM PUMP OR EQUAL

CARBON DIOXIDE, AIR, OXYGEN, NITROGEN & HELIUM

CYLINDERS BY OTHERS. COORDINATE WITH OWNER

3/4" VAC

SHEET NUMBER

CHECKED BY

DRAWN BY

DATE

SHEET TITLE

PROJECT NO.

5191 Columbus Road Macon, GA 31206

(P) 478-477-7465

(F) 478-477-9511 frontdesk@spdesigngrp.com

C "THIS DRAWING IS THE PROPERTY OF

SP DESIGN GROUP ARCHITECTS AND

ENGINEERS, INC. IT IS TO BE USED ONLY

FOR THE PROJECT AND SITE

SPECIFICALLY IDENTIFIED HEREIN, AND IS

NOT TO BE USED ON OTHER PROJECTS OR

EXTENSIONS OF THIS PROJECT, OR

REPRODUCED IN WHOLE OR IN PART,

EXCEPT BY AGREEMENT IN WRITING AND

WITH APPROPRIATE COMPENSATION.

SPDG

Architects and Engineers, Inc.

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PLUMBING NEW

WORK FLOOR

PLAN - GASES

P102

SCALE: 3/8" = 1'-0"

PLUMBING NEW WORK FLOOR PLAN - GASES

P-1

P-2

3" F.D. 'A'

3" F.D. 'B'

CONNECT NEW 3" WASTE PIPING TO EXISTING

AT THIS APPROXIMATE LOCATION BNELOW SLAB.

CUT AND PATCH FLOOR AS REQUIRED.

CONNECT NEW 2" WASTE PIPING TO EXISTING

AT THIS APPROXIMATE LOCATION BNELOW SLAB.

CUT AND PATCH FLOOR AS REQUIRED.

CONNECT NEW 3" WASTE PIPING TO EXISTING

AT THIS APPROXIMATE LOCATION BNELOW SLAB.

CUT AND PATCH FLOOR AS REQUIRED.

FUME HOOD

BY OTHERS

SINK BY OTHERS

3" F.D. 'A'

EXISTING WATER CLOSET, LAVATORY, FLOOR DRAIN

AND SHOWER TO BE REMOVED. CAP WASTE PIPING

BELOW FLOOR AND PATCH FLOOR AS REQUIRED.

3" W

2" W

EXISTING FLOOR DRAIN TO REMAIN

EXISTING WATER CLOSET, LAVATORY, FLOOR DRAIN

AND SHOWER TO BE REMOVED. CAP WASTE PIPING

BELOW FLOOR AND PATCH FLOOR AS REQUIRED.

EXISTING WATER FOUNBTAIN TO REMAIN

CONNECT NEW 2" VENT PIPING TO

EXISTING AT THIS APPROXIMATE

LOCATION

CONNECT NEW 2" VENT PIPING TO

EXISTING AT THIS APPROXIMATE

LOCATION

2" W

3" W

2" W

CONNECT NEW 2" VENT PIPING TO

EXISTING AT THIS APPROXIMATE

LOCATION

CONNECT NEW 2" VENT PIPING TO

EXISTING AT THIS APPROXIMATE

LOCATION

2" W

2" W 2

W CONNECT NEW 2" WASTE PIPING TO EXISTING

AT THIS APPROXIMATE LOCATION BNELOW SLAB.

CUT AND PATCH FLOOR AS REQUIRED.

CONTRACTOR SHALL MODIFY WASTE PIPING

IN CHASE AS REQUIRED FOR CONNECTION TO

EXISTING WASTE PIPING AS SHOWN

P-3

APPROXIMATE LOCATION OF EXISTING WASTE

PIPING TO REMAIN

EXISTING VENT THRU ROOF

P-4

P-1

P-2

SPK

SPKSPK

SPK

EMERGENCY SHOWER/EYEWASH BY OTERS

PROVIDE GUARDIAN EQUIPMENT G6040 THERMOSTATIC MIXING

VALVE OR EQUAL BY OTHERS

TO LAB SINK BY OTHERS

TO FUME HOOD BY OTHERS

CAP PIPING TO SHOWER BEING REMOVED

CAP PIPNG TO TOILET BEING REMOVED

CAP PIPING TO SHOWER

BEING REMOVED

TO LAB SINK BY OTHERS

CAP EXISTING WATER PIPING TO WATER HEATER

CONNECT NEW 3/4" HOT AND COLD WATER PIPING

TO EXISTING FROM NEW WATER HEATER

CONNECT NEW 1 1/2" COLD WATER PIPING TO EXISTING

AT THIS APPROXIMATE LOCATION

1/2" CW

1/2" H

W 3/4" CW

3/4" HW

3/4" H W3/4" C

W1 /2

1 1/2" CW

1" C W

1" C W 1" C

1 1/2" CW

1" C

1" C W

BALL VALVE W/TAMPER SWITCH.

SEE SPECIFICATIONS, SECTION 220523

FLOW SWITCH, SEE SPECIFICATIONS,

SECTION 22119

CONNECT NEW 1/2" COLD WATER PIPING TO EXISTING

AT THIS APPROXIMATE LOCATION

1/2" CW

CONTRACTOR SHALL MODIFY WATER PIPING

IN CHASE AS REQUIRED FOR CONNECTION TO

EXISTING HOT AND COLD WATER PIPING CONNECT NEW 1/2" COLD WATER PIPING

TO EXISTING AT THIS APPROXIMATE LOCATION

1/2" CW

P-3

APPROXIMATE LOCATION OF EXISTIN HOT AND COLD

WATER PIPING TO REMAIN (TYPICAL)

BALL VALVE W/TAMPER SWITCH.

SEE SPECIFICATIONS, SECTION 220523FS

FLOW SWITCH, SEE SPECIFICATIONS,

SECTION 22119

1" C W

CONNECT NEW 3/4" HOT AND COLD WATER PIPING

TO EXISTING AT THIS APPROXIMATE LOCATION

COMPRESSED AIR PIPING, SEE SPECIFICATION 226113

F.D.

PLUMBING LEGEND

SANITARY PIPING, SEE SPECIFICATION 221316

COLD WATER PIPING, SEE SPECIFICATION 221116

HOT WATER PIPING, SEE SPECIFICATION 221116

FLOOR DRAIN

GENERAL NOTES

BALL VALVE (2" & SMALLER) OR BUTTERFLY VALVE

(2.5" OR LARGER)

CHECK VALVE

PIPING DROP IN DIRECTION OF FLOW

PIPING RISE IN DIRECTION OF FLOW

DIELECTRIC UNION

PIPING TEE FROM TOP OF MAIN

PIPING TEE FROM BOTTOM OF MAIN

MASONRY WALL

COLD WATER

1/2" X 6" COPPER PIPE

FLATTENED AND SOLDERED TO

WATER PIPE IN MORTAR JOINT

FINISHED WALL

FLUSH VALVE

FLUSH VALVE ANCHOR

SCALE: NONE

FLOOR MOUNTED TYPE

FLUSH VALVE

TAILPIECE

SUPPORT

WALL

STANDARD W.C. = 24"

HANDICAP W.C. = 12"

WATER CLOSET FLUSH VALVE MOUNTING DETAIL

SCALE: NONE

LAVATORY CARRIER DETAIL

LEVELING SCREW

LOCKING DEVICE

STEEL TUBE

FINISHED WALL

1/4" DIA. CONCRETE ANCHORS

FINISHED FLOOR

S E

E F

U R

E C

O N

N E

C T

S C

H E

D U

L E

SCALE: NONE

1. THESE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. SEE

ARCHITECTURAL DRAWINGS FOR DIMENSIONS.

2. INSTALLATION OF PIPE AND EQUIPMENT SHOWN AND SPECIFIED SHALL BE

COORDINATED WITH ALL OTHER WORK RELATED TO THE CONSTRUCTION OF THIS

FACILITY INCLUDING BUT NOT LIMITED TO: BUILDING STRUCTURE; HVAC

EQUIPMENT, DUCT WORK AND PIPING; ELECTRICAL WORK AND OWNER

FURNISHED EQUIPMENT.

3. STRUCTURAL MEMBERS SHALL NOT BE PENETRATED WITHOUT APPROVAL FROM

ARCHITECT.

4. ROUTE ALL PIPING CONTAINING FLUIDS SUBJECT TO FREEZING WITHIN THE

BUILDING INSULATION ENVELOPE OR PROVIDE HEAT TAPE.

5. ROUTE SANITARY VENT PIPING SO VENTS THRU ROOF WILL BE A MINIMUM OF

15'-0" FROM ALL OUTSIDE AIR INTAKES AND A MINIMUM OF 5'-0" FROM EXTERIOR

WALLS, ROOF EXPANSION JOINTS AND ROOF MOUNTED EQUIPMENT.

6. WHERE CHASE WALLS ARE NOT FURNISHED, PIPING SHALL NOT BE ROUTED

HORIZONTALLY. AVOID CUTTING STUDS.

ELECTRIC WATER HEATER DETAIL

D H

D C

WH-1

BALL VALVE

(TYP)

DIELECTRIC UNION

(TYP)

SCALE: NONE

4" THICK CONCRETE

HOUSEKEEPING PAD

PIPE T&P PIPING FULL

SIZE TO SERVICE SINK

THERMOMETER

NITROGEN PIPING, SEE SPECIFICATION 226113N2

VACUUM PIPING, SEE SPECIFICATION 226113V

GAS PIPING, SEE SPECIFICATION 221126G

HELIUM PIPING, SEE SPECIFICATION 226113H

CARBON DIOXIDE PIPING, SEE SPECIFICATION 226113CO2

OXYGEN PIPIMNG, SEE SPECIFICATION 226113O2

SHEET NUMBER

CHECKED BY

DRAWN BY

DATE

SHEET TITLE

PROJECT NO.

5191 Columbus Road Macon, GA 31206

(P) 478-477-7465

(F) 478-477-9511 frontdesk@spdesigngrp.com

C "THIS DRAWING IS THE PROPERTY OF

SP DESIGN GROUP ARCHITECTS AND

ENGINEERS, INC. IT IS TO BE USED ONLY

FOR THE PROJECT AND SITE

SPECIFICALLY IDENTIFIED HEREIN, AND IS

NOT TO BE USED ON OTHER PROJECTS OR

EXTENSIONS OF THIS PROJECT, OR

REPRODUCED IN WHOLE OR IN PART,

EXCEPT BY AGREEMENT IN WRITING AND

WITH APPROPRIATE COMPENSATION.

SPDG

Architects and Engineers, Inc.

A T

F O

R T

V A

L L

E Y

S T

A T

E U

E R

F O

T H

E B

O A

R D

O F

R E

G E

N T

S O

F T

H E

U N

R S

S Y

S T

E M

O F

G E

O R

F O

R T

V A

L L

E Y

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P O

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T R

Y L

A B

M O

N S

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E F

A C

RNH

JAA

May 8, 2025

24018

PLUMBING

RISERS

P103

SCALE: N.T.S.

WASTE RISER #1

SCALE: N.T.S.

WATER RISER #1

PLUMBING FIXTURE CONNECTION SCHEDULE

MARK FIXTURE NOTES RIM HEIGHT

COLD WATER HOT WATER WASTE

BRANCH CONN BRANCH CONN BRANCH CONN

P-1 WATER CLOSET (ADA) 1,2 18" 1" 1" -- -- 4" 4"

P-2 LAVATORY (ADA) 2 34" 1/2" 3/8" 1/2" 3/8" 2" 1-1/4"

P-3 WATER COOLER - DUAL HEIGHT --- -- 1/2" 3/8" -- -- 2" 1-1/2"

P-4 ICE MAKER BOX --- 36" 1/2" 1/2" -- -- -- --

1. FLOOR MOUNTED, FLUSH VALVE.

2. HANDICAP ACCESSIBLE

114 113

JANITOR CLOSET

AND HVAC

EQUIPMENT

UNISEX

TOILET

6'-0"

CORRIDOR

HORSE

ARENA

UNISEX

TOILET

OFFICE

POULTRY LAB

POULTRY CLASSROOM

ELEC AND HVAC

HATCHERY

MEN WOMEN

CANISTER

STORAGE

L-1

8"ø

8" ø

8"ø

8" ø 8" ø 8" ø

8"ø

14"x14"

12"x12"

8" x1

8"ø

14"x14"

8"ø

6"ø

8"x12"12"x12"

OAU-1

FCU-2

FCU-1

HP-1

HP-2

8"ø

8"ø 8"ø

"ø

OAU-CU-1

B1 8"ø

8" ø

6"ø

8"ø

8"ø 12"ø

EF-1

EF-2

EF-3

8" ø

8"ø

THTH

OAU-1

DHP-1

DFCU-1

"ø

108" ø

8"ø

FCU-2

FCU-1

WH-1

6"ø

F.D.

EF-4

LEF-1

SHEET NUMBER

CHECKED BY

DRAWN BY

DATE

SHEET TITLE

PROJECT NO.

5191 Columbus Road Macon, GA 31206

(P) 478-477-7465

(F) 478-477-9511 frontdesk@spdesigngrp.com

C "THIS DRAWING IS THE PROPERTY OF

SP DESIGN GROUP ARCHITECTS AND

ENGINEERS, INC. IT IS TO BE USED ONLY

FOR THE PROJECT AND SITE

SPECIFICALLY IDENTIFIED HEREIN, AND IS

NOT TO BE USED ON OTHER PROJECTS OR

EXTENSIONS OF THIS PROJECT, OR

REPRODUCED IN WHOLE OR IN PART,

EXCEPT BY AGREEMENT IN WRITING AND

WITH APPROPRIATE COMPENSATION.

SPDG

Architects and Engineers, Inc.

A T

R T

U N

E B O A R D O F R

O F

E U N

M O F G

R G

R T

, G

R G

R Y

B M O D

O N S A T

Author

Checker

MECHANICAL

NEW WORK

PLAN

M101

NOTES: (THIS SHEET ONLY)

3/16" = 1'-0"

MECHANICAL NEW WORK PLAN

REVISION

No. Date

1 . 100% OUTSIDE AIR UNIT FOR POULTRY LAB.

2 . FUME HOOD EXHAUST FAN MOUNTED ON ROOF. INSTALL NEW FAN

ON EXISTING METAL ROOF WITH NEW ROOF CURB.

3 . <varies>

4 . TERMINATE EXHAUST DUCT AT EXISTING BRICK VENTS AT THIS

APPROXIMATE LOCATINO. PROVIDE TRANSITIONS/FITTINGS AS

REQUIRED TO ACHIEVE CONNECTION.

5 . PROVIDE 'LINE-HIDE' COVER OR SHEET METAL COVER OVER

REFRIGERANT PIPING ROUTED UP EXTERIOR WALL TO COVER

EXPOSED REFRIGERANT PIPING. PAINT ACCORDING TO

ARCHITECTURAL INSTRUCTIONS TO MATCH OUTSIDE WALL OR

BRICK COLOR.

6 . ROUTE CONDENSATE DRAIN LINE FROM DFCU TO FLOOR DRAIN IN

MECHANCIAL ROOM.CO

7 . WALL-MOUNTED DUCTLESS FAN COIL UNIT TO BE MOUNTED WITH

B.E. AT MIN. 8

9 . ROUTE REFRIGERANT PIPING TO/FROM FCU/HP IN CEILING

CAVITY..

10 . CONTACTOR FOR INTERLOCK WITH OPERATION FOR OAU-1.

11 . SINGLE WALL STAINLESS STEEL FUME HOOD DUCT: JEREMIAS

SWAF WITH OVERLAPPING JOINT AND DOUBLE FEMAL SOCKET

FOR ALIGNMENT.

12 . TERMINATE EXHAUST DOCT AT WALL CAP: GREENHECK MODEL

WC-6.

13 . NO MECHANICAL SCOPE IN THIS AREA.

BUILT-IN DIVERTER

UPPER SIDE FITS UNDER METAL ROOF

ROOF MOUNTED EQUIPMENT CURB CAP

PRESSURE TREATED ROOF NAILER

5__

16" LAG SCREWS ON MAX 1'-0" CENTERS

1 1_

2" RIGID INSULATION

26 GAUGE SHEET METAL CLOSURE

PANEL

(4 SIDES)

METAL ROOF. SEE ARCHITECTURAL.

ROOF SLOPES APPROX. 4"/12".

CONTRACTOR SHALL

DETERMINE

EXACT ROOF SLOPE PRIOR TO

FABRICATION. GALV-GRIP FINISH ON CURB

EXTERIOR.

PAINT TO MATCH ROOF COLOR

UNDER

DIVISION 9.3" MINIMUM

COORDINATE WITH BUILDING

MANUFACTURER

TO PROVIDE FULL PERIMETER SUPPORT

LOWER SIDE LAPS OVER ROOF PANELS

ISOMETRIC

SECTION

6" M

ON SH

ROOF CURB. SEE ROOF CURB DETAIL.

316 STAINLESS STEEL RECTANGULAR DUCT

WITH TOP HORIZONTAL FLANGE SIZED TO REST ATOP NAILER

OF ROOF CURB

FULL SIZED PVC CONDENSATE DRAIN TRAP FOR BLOWER HOUSING.

SEE CONDENSATE DRAIN TRAP DETAIL.

CLOSED CELL NEOPRENE GASKET AROUND FULL PERIMETER

BETWEEN CURB CAP OF FAN AND TOP OF DAMPER TRAY

PARALLEL BLADE HORIZONTAL GRAVITY BACKDRAFT DAMPER AND

DAMPER TRAP WITH 4 MIL BAKED PHENOLIC HERESITE COATING

BOLTED AND GASKETED ACCESS DOOR FOR

IMPELLER, BEARING AND PULLEY ACCESS

BELT DRIVE

ESCUTCHEON TUBE.

(IF REQUIRED TO MEET 10 FT. HEIGHT ABOVE ROOF)

ALL INTERNAL FAN COMPONENTS (IMPELLER, FAN HOUSING, NOZZLE, ETC.)

SHALL BE COATED WITH MINIMUM 4 MIL OF HI-PRO POLYESTER RESIN

MINIMUM 2500 FPM DISCHARGE VELOCITY

CONICAL DISCHARGE NOZZLE

FACTORY MOUNTED NEMA-3R DISCONNECT

FACTORY WIRED FROM DISCONNECT TO MOTOR

MOTOR COVER WITH HINGED ACCESS

POWER CIRCUIT BY ELECTRICAL

RECTANGULAR STAINLESS STEEL EXHAUST DUCT, ALL WELDED WITH ROUND WELDDED COLLARS

FOR INTERFACE WITH FLANGE/COLLAR JOINING SYSTEM.

CURB MOUNTED ELECTRICAL

BOX. SEE ELECTRICAL FOR TYPE.

1½"

UNION

AC UNIT

DRAIN CONNECTION

DRAIN PIPE SHALL BE AT LEAST

THE SAME DIAMETER AS THE NIPPLE

ON THE DRAIN PAN CONNECTION

OPEN END NIPPLE

SEE DRAWINGS FOR

PIPE REQUIRED MATERIAL

SLOPE AS REQUIRED

IN SPECIFICATIONS

PIPE NIPPLE

WELD SIDE ANGLE CLIP TO PAN (TYP OF 4)

TO CORNERS. SUSPEND WITH 3/8"

THREADED ROD. DO NOT BLOCK ACCESS

TO CONTROLLER.

PAN SHALL BE MIN. 18 GAUGE

GALVANIZED STEEL

3/4" NIPPLE WELDED

TO PAN

FABRICATE DRAIN PAN MINIMUM

12" LONGER AND WIDER THAN

MAIN/SUB CONTROLLER

FABRICATE DRAIN PAN MINIMUM

12" LONGER AND WIDER THAN

MAIN/SUB CONTROLLER

PROVIDE AUXILIARY DRAIN PAN FLOAT

SWITCH WITH AUDIBLE ALARM.

PROVIDE 12" LONG DRAIN PIPE WITH BALL VALVE AND

DOWN TURNED 90° ELBOW TO ALLOW FOR MANUALLY

DRAINING OF AUX. DRAIN PAN IN THE EVENT OF

CONDENSATE OVERFLOW. VALVE SHALL BE SET IN THE

CLOSED POSITION FOR NORMAL OPERATION.

PROVIDE HOSE CONNECTION ON BOTTOM OF

ELBOW DOWN TO ALLOW FOR DRAINING.

POWER WIRING AND CONDUIT BY ELECTRICAL

PROVIDE "KNOCK OUT" AND GROMMET

FOR POWER CABLE

ROOF CURB. SEE ROOF CURB DETAIL.

POWER CABLE BY ELECTRICAL

REMOVABLE ACCESS COVER FOR MOTOR

COMPARTMENT

INTERNAL FACTORY INSTALLED NEMA-1 DISCONNECT

SWITCH UNLESS SCHEDULED OTHERWISE

SEE SCHEDULE FOR DRIVE TYPE. (PROVIDE

ADJUSTABLE SHEAVE FOR ALL BELT DRIVE)

FACTORY WIRED FROM MOTOR TO

DISCONNECT SWITCH.

EXHAUST FAN

FACTORY FURNISHED DAMPER TRAY TO SUPPORT

BACK DRAFT DAMPER AND PROVIDE DUCT

ATTACHMENT.

FULL PERIMETER ANGLE IRON FRAMING BENEATH

CURB BY STRUCTURAL.

SECURE DUCT TO ROOF STRUCTURE WITH SHEET

METAL ON 4 SIDES. DUCT SHALL NOT BE

SUPPORTED BY DAMPER TRAY.

EXHAUST DUCT UP FROM BELOW

EXHAUST DUCT SHALL TRANSITION AS REQUIRED AT

UNDERSIDE OF ROOF DECK TO MATCH FANS DAMPER/

CURB SIZE.

MINIMUM 1 1/4" CLEARANCE FOR CONDUIT

FACTORY INSTALLED, MINIMUM 1/2"

DIA. CONDUIT CHASE

CEILING, BY ARCHITECTURAL

SQUARE TO ROUND TRANSITION (WHERE ELBOW CONNECTS TO SQUARE

NECK DIFFUSERS). PROVIDE ROUND TO ROUND TRANSITION WHERE GRILLE

NECK SIZE DIFFERS FROM CONNECTING DUCT SIZE (EITHER LARGER OR

SMALLER). INSULATE ON SUPPLY DUCTS.

3 GORE ADJUSTABLE ELBOW. INSULATE

ON SUPPLY DUCTS.

NYLON ZIP STRIP ON OUTER VAPOR BARRIER.

ENSURE INSULATION IS PULLED DOWN WITH

VAPOR BARRIER SO NO DUCTWORK IS

UNINSULATED.

NOTE: DETAIL IS TYPICAL FOR ALL FLEX DUCT RUNOUTS TO DIFFUSERS

STAINLESS STEEL DRAWBAND

ON INNER DUCT

FLEX DUCT

INSULATION BLANKET ON TOP

OF SUPPLY DIFFUSERS

CEILING DIFFUSER

SPEED CONTROLLER. FIELD VERIFY EXACT LOCATION.

THREADED STEEL ROD (TYPICAL) ; SUPPORT FROM BLDG.

STRUCTURE

FACTORY CONNECTION OUTLET FLANGE AND BACKDRAFTER DAMPER.

(RECTANGULAR OUTLET SHOWN; SIMILAR FOR ROUND OUTLETS)

ADJUSTABLE MOUNTING FLANGES

CEILING. VERIFY WITH ARCHITECT GYP. BOARD

OR T-BAR. SEE REFLECTED CEILING PLAN. FOR

T-BAR CEILINGS, CENTER GRILLE IN CEILING

TILE.

WHITE POLYSTYRENE FACE GRILLE

EXHAUST DUCT. SEE PLANS FOR SIZE.

FOR ROUND DUCTS, PROVIDE 12" LONG

SECTION OF FLEX DUCT AFTER SHEET

METAL CONNECTION DUCT.

INTEGRAL INTERNAL PLUG-IN TYPE DISCONNECT.

FAN HOUSING W/ DIRECT DRIVE CENTRIFUGAL

BLOWER. SEE SCHEDULE FOR HOUSING TYPE.

(LOW PROFILE OR INSULATED)

INSTALL SCREWS TO PREVENT INTERFERENCE WITH OPENING AND

CLOSING OF BACKDRAFT DAMPER

SHEET METAL CONNECT DUCT LENGTH SHALL BE AS

REQUIRED TO ALLOW BACKDRAFT TO FULLY OPEN

NEOPRENE VIBRATION ISOLATORS AND ACCESSORY KIT

BY FAN MANUFACTURER. (TYP ALL DROP RODS)

WHERE SCHEDULED, PROVIDE FACTORY MOUNTED

MOTION SENSOR WITH BUILT-IN TIME DELAY

1 EXTERIOR WALL. SEE ARCHITECTURAL FOR EXACT CONSTRUCTION.

2 LINTEL, BY STRUCTURAL.

5 2" X 1" SHEET METAL FINISHING ANGLE FRAMING AROUND OPENING PERIMETER.

6 PROVIDE 22 GAUGE GALVANIZED SLEEVE ANCHORED TO WALL AROUND PERIMETER.

7 DUCTWORK OR DUCT PLENUM AS INDICATED. SEE FLOOR PLANS.

8 LOUVER. SEE LOUVER SCHEDULE FOR ADDITIONAL INFORMATION.

9 EXTERIOR GRADE.

10 FLOOR.

(STATIONARY LOUVER DETAIL ONLY)NOTES:

INTERIOR OF BUILDINGEXTERIOR OF BUILDING

PROVIDE 1/2" X 1/2" MESH GALVANIZED BIRD SCREEN ON INTERIOR FACE OF LOUVER.

SEAL AND CAULK FULL PERIMETER OF LOUVER WATERTIGHT. PROVIDE

PAINTABLE CAULK ON EXTERIOR SIDE OF LOUVER. SEE SCHEDULE FOR LOUVER

FRAME SPECIFIED (FLANGED OR CHANNEL).

SEE SCHEDULE FOR MOUNTING HEIGHT.

SLOPE DUCT OR DUCT PLENUM UPWARED AT 1/4" PER FOOR FOR ONE FOOT BEYOND

LOUVER TO AID IN DRAINAGE OF WIND BLOWN RAIN.

SHEET NUMBER

CHECKED BY

DRAWN BY

DATE

SHEET TITLE

PROJECT NO.

5191 Columbus Road Macon, GA 31206

(P) 478-477-7465

(F) 478-477-9511 frontdesk@spdesigngrp.com

C "THIS DRAWING IS THE PROPERTY OF

SP DESIGN GROUP ARCHITECTS AND

ENGINEERS, INC. IT IS TO BE USED ONLY

FOR THE PROJECT AND SITE

SPECIFICALLY IDENTIFIED HEREIN, AND IS

NOT TO BE USED ON OTHER…

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File details come from the government source that posted it. Updated Jul 7, 2025.