S02_Addendum 1 Part 3.pdf

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Attached to
830CM3019: Grave Site Expansion, Bay Pines National Cemetery
Solicitation number
36C78625B0019
Issued by

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Written by GovTribe AI ·

These documents are detailed architectural and engineering bid documents for the Gravesite Expansion Phase 2 project at Bay Pines National Cemetery in St. Petersburg, Florida. The comprehensive set of plans, dated April 29, 2024, includes architectural, structural, electrical, and mechanical drawings for site improvements and building modifications. Key elements include a new rostrum shelter, columbarium, site details, electrical and mechanical system upgrades, and demolition plans for the maintenance building.

The project involves precise engineering specifications for various components, such as concrete paving, refrigerant piping, electrical power and lighting systems, and HVAC equipment installations. Detailed drawings provide specifications for equipment placement, concrete pad extensions, condensate drain routing, and electrical system modifications. The documents are prepared by John Gallup & Associates, LLC for the National Cemetery Administration, with engineering support from Aqua Engineering Inc., and are structured as bid documents for potential contractors to review and submit proposals.

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Other files

File Type Posted
S06_36C78625B0019 Amend 0005.pdf PDF
S02_RFIs and Answers 6.30.2025.pdf PDF
S02_ Addendum 1 Part 1.pdf PDF
S02_Addendum 1 Part 2.pdf PDF
S02_ Addendum 1 Part 4.pdf PDF
S02_Addendum 1 Narrative.pdf PDF
S06_36C78625B0019 Amend 0004.pdf PDF
S06_36C78625B0019 Amend 0003.pdf PDF
S06_36C78625B0019 Amend 0002.pdf PDF
S02_Attachment - Site Visit Attendance Roster.pdf PDF
S02_Attachment - RFIs and Answers.pdf PDF
S02_Attachment - Wage Determination Building 5.23.2025.pdf PDF
S06_36C78625B0019 Amend 0001.pdf PDF
S02_Attachment - Davis-Bacon Act Poster.pdf PDF
S02_Attachment - BPNC GSE P2 BD_Plans bk2.pdf PDF
S02_Attachment - Design Narrative.pdf PDF
S02_Attachment - Stormwater Management Report.pdf PDF
S02_Attachment - Standard Form 1413.pdf PDF
S02_Attachment - Geotechnical Report.pdf PDF
S02_Attachment - Limitations on Subcontracting Cert.docx DOCX document
S02_Attachment - BPNC GSE P2 BD_Plans bk1.pdf PDF
S02_Attachment - Bid Specifications.pdf PDF
S02_Attachment - DOL Payroll Form.pdf PDF
S02_Attachment - BPNC GSE P2 BD_Plans bk3.pdf PDF
36C78625B0019.pdf PDF
S02_Attachment - BPNC GSE P2 BD_Plans bk4.pdf PDF
S02_Attachment - Wage Determination Heavy.pdf PDF
S02_Attachment - NCA Contractor Safety Checklist.pdf PDF
S02_Attachment - BPNC GSE P2 BD_Plans bk5.pdf PDF
S02_Attachment - Wage Determination Building.pdf PDF
Show all 30

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GENERAL CONTRACTOR:

ARCHITECT / ENGINEER:

CONSTRUCTION AND DESIGN SUPERVISION:

DEPARTMENT OF VETERANS AFFAIRS WASHINGTON, DC

Bay Pines National Cemetery

Gravesite Expansion Phase 2

JG&A

3225 Shallowfield Rd. NE, Suite 830 Marietta, GA 30062

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

25 53

SITE DETAILS -5

PatrickWest Snapshot

SELF CLOSING FAUCET W/ FLOW CONTROL

HAWS MODEL 6252EHLF 12" MNPT INLET

THREAD INTO COPPER ADAPTER

1-1/2" DIA. CAST HOLE THOUGH POST

FILL WITH EPOXY AFTER PIPE INSTALLATION

DO NOT ALLOW EPOXY TO INTERFERE WITH

THREADED CONNECTION BETWEEN FAUCET

AND COPPER ADAPTER

PRECAST CONCRETE POST

2"C X 34" C COPPER REDUCING ELBOW

2" TYPE M COPPER PIPE. LENGTH AS

REQUIRED TO PROVIDE SNUG FIT OF PIPE

AND FAUCET AGAINST POST AS INDICATED

4" c X FNPT COPPER ADAPTER

(3) 3

4" COPPER PIPE STRAPS SECURE

TIGHTLY TO POST TO ELIMINATE PIPE MOVEMENT

4" C X 34" C COPPER 90 DEGREE ELBOW

2" C X 12" NPT COPPER ADAPTER

2" DIAMETER GRAVEL SPASH PIT

6" MIN DECORATIVE PEA GRAVEL OVER

18" MIN DEPTH DRAINAGE STONE 1"-2" DIA

DEPTH VARIES TO PROMOTE POSITIVE

DRAINAGE

ADJACENT CONCRETE PAD (THICKENED TO

6" WITH 6 X 6 W2.9 X W2.9 WWF CENTERED

ON SLAB

COMPACTED SUBGRADE

2" DEEP RECESS FOR ALUMINUM PLATE

ON THREE SIDES

ADJACENT LAWN / LANDSCAPE AREA

POLYMER CONCRETE VALVE BOX

OUTPUT PRESSURE REGULATING VALVE

STOP AND WASTE BALL CURB STOP

BRASS W/ EDPM SEALS

DRAINAGE STONE 1"-2" DIA.

RUBBER ISOLATION GASKET

4" TYPE M COPPER PIPE

LENGTH AS REQUIRED

CAULK JOINT BETWEEN VALVE BOX HOUSING

AND CONCRETE PAVING

DO NOT

DRINK

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

26 53

SITE DETAILS -6

1 ADDENDUM #1 6/25/2025

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WATER HYDRANT SEE DETAIL

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AutoCAD SHX Text NOTES: 1. FILL 1 1/2" DIAMETER CAST FILL 1 1/2" DIAMETER CAST HOLE WITH EPOXY AFTER PIPE INSTALLATION. 2. DO NOT ALLOW EPOXY TO DO NOT ALLOW EPOXY TO INTERFERE WITH THREADED CONNECTION BETWEEN FAUCET AND COUPLER. 3. SAMPLE OF ALUMINUM PLATE SAMPLE OF ALUMINUM PLATE AND VINYL DECAL REQUIRED. 4. SUBMIT SAMPLE OF RIVER SUBMIT SAMPLE OF RIVER ROCK FOR APPROVAL.

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PRECAST CONCRETE PYLON LIGHT SANDBLAST FINISH

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316" X1-1/4" SS ANCHOR BOLT FASTENER 2 PER PANEL (NON-REMOVABLE HEAD)

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6' BENCH

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POROUS PAVEMENT

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VICTOR STANLEY RB-28 BENCH

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CONSULTANTS:

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VA FORM 08-6231

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A S

P H

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T

ROAD

B

ROAD A

1-QV 1-QV

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NEW ROSTRUM SEE

ARCHITECTURAL DRAWINGS

1-IA

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1-SP

2-CV2-CV

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3-SP

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14' 10'

12'

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A S

P H

A L T P A V E M E N

T

CRITICAL ROOT ZONE PROTECTION 24 '

RADIUS FROM TRUNK OF TREE

CRITICAL ROOT ZONE

PROTECTION 16 ' RADIUS FROM

TRUNK OF TREE

CRITICAL ROOT ZONE

PROTECTION 24 ' RADIUS

FROM TRUNK OF TREE

CRITICAL ROOT ZONE

PROTECTION 40 ' RADIUS

FROM TRUNK OF TREE

SEE SHEET LP501 FOR

LITTORAL PLANTING

ENLARGED PLAN

PLANT SCHEDULE

BOTANICAL NAME SYMBOL COMMON NAME SIZE QUANTITY REMARKS

Deciduous Trees Quercus virginiana QV Live Oaks 3" Cal. B&B 20 Full Symmetrical Canopy

Ilex x attenuate IA East Palatka Holly 20' Ht. B&B 5' Clear Trunk 9 Full Symmetrical Canopy

Callistemon viminis CV Bottle Brush 8' -10' Ht. B&B 7 Full Symmetrical Canopy

Palm Trees Sabal Palmetto SP Cabbage Palm 8'-14' Booted Trunk 27 Height Note Booted Trunk Ht.

See Plan for Hts.

NOTES:

1. CO/COR WILL REVIEW PLANT MATERIAL PRIOR TO INSTALLATION AND RESERVES

THE RIGHT TO REJECT ANY PLANT MATERIAL THAT DOES NOT MEET THE

SPECIFICATIONS OR DESIGN REQUIREMENTS OF THE PROJECT.

2. ALL PLANT MATERIAL WILL MEET REQUIREMENTS SPECIFIED IN ANSI Z-60.1

3. ALL MATERIAL SUPPLIED FOR AN INDIVIDUAL ITEM ON THE PLANT LIST SHALL MATCH

THE SIZE, SHAPE, AND FORM AS SPECIFIED IN THE PLANT LIST.

4. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT PLANTS AND ENSURE HEALTH

AND PLANT QUALITY DURING SHIPMENT, HANDLING, INSTALLATION, AND

ESTABLISHMENT.

5. ALL DISTURBED AREAS (EXCEPT HARDSCAPE AREAS) SHALL RECEIVE 6" MIN OF

TOPSOIL AND GRASS SOD/SEED AS SHOWN. TOPSOIL THAT WAS STOCKPILED

DURING DEMOLITION PREPARATION CAN BE RE-USED, HOWEVER IT MUST MEET OR

EXCEED THE REQUIREMENTS IN THE SPECIFICATIONS.

6. OUTER LIMITS OF SODDING ARE APPROXIMATE WHEN SODDING IS NOTED ON THE

PLANS, IT SHALL APPLY TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES,

EVEN IF THESE ACTIVITIES EXTEND BEYOND THE SODDING LIMITS APPROXIMATED.

7. MAKE SURE PLANTING NEAR UTILITY LINES ARE INSTALLED CAREFULLY TO

PREVENT ANY DAMAGE TO THE UTILITY LINES. HAND DIGGING IS RECOMMENDED.

8. SEE CIVIL SHEET CG103 FOR PROPOSED GRADING

9. ALL TREES OUTSIDE THE GRADING ZONE SHALL BE PROTECTED FROM ANY

DISTURBANCE. NO STAGING, CONSTRUCTION MATERIALS OR STORAGE SHALL

OCCUR UNDER EXISTING TREES. TREES TO RECEIVE ADDITIONAL TREE

PROTECTION FENCING ARE IDENTIFIED ON SHEET LP101

10. SEE SHEET CD101 DEMOLITION PLAN FOR TREES TO BE REMOVED DURING

CONSTRUCTION.

SOD - Zoysia japonica "Empire:, Zoysia "Empire" Solid Sod

EXISTING TREES TO REMAIN

LITTORAL PLANT SCHEDULE

BOTANICAL NAME SYMBOL COMMON NAME SIZE QUANTITY REMARKS

Deciduous Trees

Asclepias perennis AP White Swamp Milkweed 2" PLUG 130 18"Spacing

Pontederia cordata PC Pickerelweed 2" PLUG 455 18"Spacing

Spartina bakeri SB Cordgrass 2" PLUG 148 18"Spacing

Schoenoplectus californicus SC Giant Bulrush 2" PLUG 275 18"Spacing

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

PLANTING PLAN

27 53

Water Requirements:

Establishment Irrigation

First 8 Weeks:

1" (60 Minutes) every day until established.

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SAN

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BRICK

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126" BANYAN

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24" PINE

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CONC.

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SAN

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ASPHALT PAVEMENT

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RECLAIMED WATER SIGN

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SPEED LIMIT SIGN

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WRONG WAY SIGN

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ONE WAY SIGN

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BRICK

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SPEED LIMIT SIGN

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PLAN OBSCURED

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PLAN OBSCURED

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WATER STORAGE TANK

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WATER STORAGE TANK

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NOT FOUND IN FIELD LOCATION APPROXIMATE PROVIDED BY CLIENT

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NOT FOUND IN FIELD LOCATION APPROXIMATE PROVIDED BY CLIENT

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NOT FOUND IN FIELD LOCATION APPROXIMATE PROVIDED BY CLIENT

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163" BANYAN

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126" BANYAN

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24" PINE

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16" PINE

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18" PINE

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21" PINE

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18" PALM

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40" OAK

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21" PINE

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12" PINE

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15" PINE

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VA FORM 08-6231

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LP101

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%%UGRAPHIC SCALE

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%%UALL MEASUREMENTS ARE U.S. SURVEY FEET

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30FT

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60FT

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90FT

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ADDENDUM 1

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60°

6'-0"

(TYP.)

4'MIN.

2' MIN.

12"

MIN.

12"

MIN.

SOD

SOD

2-14

255-PC

60-SB

200-PC

88-SB

275-SC

130-AP

LITTORAL PLANT SCHEDULE

BOTANICAL NAME SYMBOL COMMON NAME SIZE QUANTITY REMARKS

Deciduous Trees

Asclepias perennis AP White Swamp Milkweed 2" PLUG 130 18"Spacing

Pontederia cordata PC Pickerelweed 2" PLUG 455 18"Spacing

Spartina bakeri SB Cordgrass 2" PLUG 148 18"Spacing

Schoenoplectus californicus SC Giant Bulrush 2" PLUG 275 18"Spacing

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

PLANTING DETAILS

28 53

Water Requirements:

Establishment Irrigation

First 8 Weeks:

1" (60 Minutes) every day until established.

A-001

A-001

A-001

A-001

ARCHITECTURE

GENERAL NOTES

29IEJ GJ 53

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

Bid Documents

WWW.BCEI.US

2840 REMINGTON GREEEN CIR

TALLAHASSEE, FLORIDA 32308

OFFICE 850.297.0440

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

FL P.E. # 49090

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DRAWING ABBREVIATIONS

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NUMBERING SYSTEM:

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AutoCAD SHX Text DISCIPLINE: C - CIVIL L - LANDSCAPE A - ARCHITECTURE M - MECHANICAL E - ELECTRICAL P - PLUMBING S - STRUCTURAL

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SERIES NUMBER SHEET NUMBER WITHIN SERIES

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CONCRETE/ PRECAST CONCRETE

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SOIL

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GRAVEL

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BRICK

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CMU

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MATERIALS

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ANNOTATION CALLOUTS/DRAWING SYMBOLS

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PROJECT INFORMATION

AutoCAD SHX Text PROJECT NAME: BAY PINES NATIONAL CEMETERY GRAVESITE EXPANSION PHASE 2 - COMMITTAL SHELTER & ROSTRUM ADDRESS: 10000 BAY PINES BLVD, ST PETERSBURG, FL 33708 PROPOSED USE: ROSTRUM OWNER-CONTACT PERSON:

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APPLICABLE CODES

AutoCAD SHX Text FLORIDA BUILDING CODE, EXISTING BUILDING (FBC-EB) 8TH EDITION (2023) 8TH EDITION (2023) FLORIDA BUILDING CODE, BUILDING (FBC-EB) 8TH EDITION (2023) 8TH EDITION (2023) FLORIDA BUILDING CODE, ACCESSIBILITY (FBC-A) 8TH EDITION (2023) 8TH EDITION (2023) FLORIDA BUILDING CODE, MECHANICAL (FBC-M) 8TH EDITION (2023) 8TH EDITION (2023) FLORIDA BUILDING CODE, FUEL GAS (FBC-FG) 8TH EDITION (2023) 8TH EDITION (2023) FLORIDA BUILDING CODE, PLUMBING (FBC-P) 8TH EDITION (2023) 8TH EDITION (2023) FLORIDA FIRE PREVENTION CODE (FFPC) 8TH EDITION (2023) 8TH EDITION (2023) NATIONAL ELECTRICAL CODE (NEC) 2023 EDITION 2023 EDITION FLORIDA BUILDING CODE, ENERGY CONSERVATION (FBC-E) 8TH EDITION (2023) 8TH EDITION (2023)

AutoCAD SHX Text A --------------------- --------------------- AD AREA DRAIN AREA DRAIN ADD ADDENDUM ADDENDUM ADH ADHESIVE ADHESIVE ADJ ADJACENT ADJACENT AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR ALT ALTERNATIVE ALTERNATIVE ALUM ALUMINIUM ALUMINIUM ARCH ARCHITECT(URAL) ARCHITECT(URAL) ASB ASBESTOS ASBESTOS ASPH ASPHALT ASPHALT B --------------------- --------------------- BD BOARD BOARD BET BETWEEN BETWEEN BHD BULKHEAD BULKHEAD BLDG BUILDING BUILDING BLK BLOCK(ING) BLOCK(ING) BM BEAM BEAM B/O BOTTOM OF BOTTOM OF C --------------------- --------------------- CAB CABINET CABINET CG CORNER GUARD CORNER GUARD CJ CONSTRUCTION JOINT CONSTRUCTION JOINT CL CLOSET CLOSET CLG CEILING CEILING CLR CLEAR(ANCE) CLEAR(ANCE) CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COL COLUMN COLUMN COMB COMBINATION COMBINATION CO COMPANY COMPANY CONC CONCRETE CONCRETE CONF CONFERENCE CONFERENCE CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CONTR CONTRACTOR CONTRACTOR COORD COORDINATE COORDINATE CT CERAMIC TILE CERAMIC TILE CTR CENTER CENTER D --------------------- --------------------- DBL COUBLE COUBLE DEMO DEMOLITION DEMOLITION DIAG DIAGONAL DIAGONAL DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DIV DIVISION DIVISION DN DOWN DOWN DR DOOR DOOR DTL DETAIL DETAIL DWR DRAWER DRAWER DWG(S) DRAWING(S) DRAWING(S) E --------------------- --------------------- EA EACH EACH EIFS EXTERIOR INSULATION FINISH EXTERIOR INSULATION FINISH SYSTEM EL ELEVATION ELEVATION ELEC ELECTRIC(AL) ELECTRIC(AL) ELEV ELEVATOR ELEVATOR EJ EXPANSION JOINT EXPANSION JOINT E.O.S. EDGE OF SLAB EDGE OF SLAB ENCL ENCLOSE(URE) ENCLOSE(URE) EQ EQUAL EQUAL EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER EX EXISTING EXISTING EXP EXPOSED EXPOSED EXT EXTERIOR EXTERIOR F --------------------- --------------------- FA FIRE ALARM FIRE ALARM FD FLOOR DRAIN FLOOR DRAIN FF FINISHED FLOOR FINISHED FLOOR FIN FINISH(ED) FINISH(ED) FL, FLR FLOOR(ING) FLOOR(ING) F.O.B. FACE OF BUILDING FACE OF BUILDING FO FLOOR OUTLET FLOOR OUTLET FR FIRE RATED(ING) FIRE RATED(ING) FRT FIRE-RETARDANT TREATED FIRE-RETARDANT TREATED FUR FURR(ING) FURR(ING) FVC FIRE VALVE CABINET FIRE VALVE CABINET G --------------------- --------------------- GALV GALVANIZED GALVANIZED GA GAUGE GAUGE GL GLASS GLASS GEN GENERATOR GENERATOR GT GLASS TYPE GLASS TYPE GWB GYPSUM WALL BOARD GYPSUM WALL BOARD H --------------------- --------------------- H HEIGHT OR HIGH HEIGHT OR HIGH HC HOLLOW CORE HOLLOW CORE HCP HANDICAPPED HANDICAPPED HM HOLLOW METAL HOLLOW METAL HORZ HORIZONTAL HORIZONTAL HP HIGH POINT HIGH POINT HR HOUR HOUR H&V HORIZONTAL & VERTICAL HORIZONTAL & VERTICAL I --------------------- --------------------- ID INSIDE DIAMETER INSIDE DIAMETER INCL INCLUDE(D)(ING) INCLUDE(D)(ING) INSUL INSULATE(D)(ION) INSULATE(D)(ION) INT INTERIOR INTERIOR J --------------------- --------------------- JT JOINT JOINT K --------------------- --------------------- KD KNOCK DOWN KNOCK DOWN KO KNOCK OUTKNOCK OUT

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GRID / COLUMN LINE DESIGNATOR

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NORTH ARROW

AutoCAD SHX Text L --------------------- --------------------- LAM LAMINATE LAMINATE LBL LABEL LABEL LH LEFT HAND LEFT HAND LG LONG, LENGTH LONG, LENGTH LOC LOCATION LOCATION LP LOW POINT LOW POINT LT LIGHT LIGHT LWC LIQUID WALL COVERING LIQUID WALL COVERING M --------------------- --------------------- MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MET METAL METAL MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MFR MANUFACTURER MANUFACTURER MO MASONRY OPENING MASONRY OPENING MOV MOVABLE MOVABLE MUL MULLION MULLION MT MARBLE TILE MARBLE TILE MTD MOUNTED MOUNTED MTL MATERIAL(S) MATERIAL(S) N --------------------- --------------------- N/A NOT APPLICABLE NOT APPLICABLE NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NTS NOT TO SCALE NOT TO SCALE O --------------------- --------------------- OA OVERALL OVERALL OC ON CENTER ON CENTER OD OUTER DIAMETER OUTER DIAMETER OFF OFFICE OFFICE OH OVERHEAD OVERHEAD OPNG OPENING OPENING OPP OPPOSITE OPPOSITE OV OVERFLOW OVERFLOW P --------------------- --------------------- PART'N PARTITION PARTITION PBD PARTICLE BOARD PARTICLE BOARD PC PRECAST CONCRETE PRECAST CONCRETE PERF PERFORATED PERFORATED PLAM,PL PLASTIC LAMINATE PLASTIC LAMINATE PLUMB PLUMBING PLUMBING PLAS PLASTER PLASTER PNL PANEL PANEL PR PAIR PAIR PROJ PROJECTED(ION) PROJECTED(ION) PT PAINT PAINT PTD, P PAINTED PAINTED PTN PARTITION PARTITION PWD PLYWOOD PLYWOOD Q --------------------- --------------------- QT QUARRY TILE QUARRY TILE R --------------------- --------------------- R RISER RISER RAD, R RADIUS RADIUS RB RUBBER BASE RUBBER BASE RD ROOF DRAIN ROOF DRAIN REF REFERENCE REFERENCE REIF REINFORCE(D)(ING) REINFORCE(D)(ING) REQ REQUIRED REQUIRED RES RESILIENT RESILIENT REV REVISION REVISION RH RIGHT HAND RIGHT HAND RO ROUGH OPENING ROUGH OPENING S --------------------- --------------------- SC SOLID CORE SOLID CORE SCWD SOLID CORE WOOD SOLID CORE WOOD SCHD SCHEDULE SCHEDULE SCPLAM SOLIC CORE PLASTIC SOLIC CORE PLASTIC LAMINATE SH SHELF, SHELVING SHELF, SHELVING SHT SHEET SHEET SIM SIMILAR SIMILAR SMS SHEET METAL SCREW SHEET METAL SCREW SPEC SPECIFICATION, SPECIFIED SPECIFICATION, SPECIFIED SQ SQUARE SQUARE SS STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STL STEEL STEEL STOR STORAGE STORAGE STRUC STRUCTURAL STRUCTURAL SUSP SUSPENDED SUSPENDED SYS SYSTEM SYSTEM T --------------------- --------------------- T TREAD TREAD T&G TOUNGE & GROOVE TOUNGE & GROOVE THK THICK(NESS) THICK(NESS) THRES THRESHOLD THRESHOLD T.O.P. TOP OF PARAPET TOP OF PARAPET T.O.S. TOP OF STEEL TOP OF STEEL T/O TOP OF TOP OF TYP TYPICAL TYPICAL TRANS TRANSFORMER TRANSFORMER TS TOP OF SHELF TOP OF SHELF U --------------------- --------------------- UC UNDERCUT UNDERCUT UNF UNFINISHED UNFINISHED UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED V --------------------- --------------------- VERT VERTICAL VERTICAL VIF VERTIFY IN FIELD VERTIFY IN FIELD W --------------------- --------------------- W WIDTH WIDTH W/ WITH WITH W/O WITHOUT WITHOUT WC WALL COVERING WALL COVERING WD WOOD WOOD WP WATERPROOFING WATERPROOFING WR WATER RESISTANCEWATER RESISTANCE

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CONSTRUCTION TYPE

AutoCAD SHX Text NEW BUILDING CONSTRUCTION: HEIGHT AND TOTAL AREA DO NOT EXCEED LIMITATIONS OF CODE. BUILDING AREA: ROSTRUM - 576 SQFT ROSTRUM - 576 SQFT 576 SQFT

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OCCUPANCY

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OCCUPANCY CLASSIFICATION: ASSEMBLY

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MEANS OF EGRESS

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TRAVEL DISTANCE

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ENLARGEMENT, DETAIL

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PLATE NUMBER WHERE SECTION/DETAIL IS DRAWN

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SECTION NUMBER

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PLATE NUMBER WHERE SECTION/DETAIL IS DRAWN

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PLATE NUMBER WHERE ELEVATION IS DRAWN

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ELEVATION NUMBER

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FLOOR LEVEL & NAME

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SHEET KEYNOTE

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INDEX OF DRAWINGS

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BUILDING SUMMARY

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LEGEND

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GROUTING

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STEEL

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OPEN AIR SHELTER

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OPEN AIR SHELTER

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SPRAY FOAM INSULATION

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ELEV. HEIGHT

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EL. =

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1. CONTRACTOR SHALL FULLY ACQUAINT THEMSELVES WITH THE CONDITIONS OF THE CONTRACT, LOCAL CONDITIONS RELATING TO LOCATION, ACCESSIBILITY & GENERAL CHARACTER CONTRACTOR SHALL FULLY ACQUAINT THEMSELVES WITH THE CONDITIONS OF THE CONTRACT, LOCAL CONDITIONS RELATING TO LOCATION, ACCESSIBILITY & GENERAL CHARACTER OF THE CONSTRUCTION SITE, & LOCAL LABOR CONDITIONS SO THAT THEY UNDERSTAND THE NATURE, EXTENT, DIFFICULTIES, & RESTRICTIONS RELATED TO THE EXECUTION OF THE WORK. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS & VERIFY ALL FIELD CONDITIONS, & REPORT ANY DISCREPANCIES TO THE PROJECT OFFICER & ARCHITECT PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, & LOCAL GOVERNING ORDINANCES, CODES, & REGULATIONS. CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, & LOCAL GOVERNING ORDINANCES, CODES, & REGULATIONS. 3. CONTRACTOR SHALL VERIFY DIMENSIONS, GRADES, LEVELS, BOUNDARIES, & CONSTRUCTION INDICATED ON CONTRACT DRAWINGS BEFORE PROCEEDING WITH THE WORK, & SHALL CONTRACTOR SHALL VERIFY DIMENSIONS, GRADES, LEVELS, BOUNDARIES, & CONSTRUCTION INDICATED ON CONTRACT DRAWINGS BEFORE PROCEEDING WITH THE WORK, & SHALL REPORT IMMEDIATELY ANY DISCREPANCIES. 4. ALL MATERIALS SHALL COMPLY WITH APPLICABLE CODES, ORDINANCES, & REGULATIONS. ALL MATERIALS SHALL COMPLY WITH APPLICABLE CODES, ORDINANCES, & REGULATIONS. 5. DIMENSIONS, NOTES, FINISHES, & FIXTURES SHOWN ON TYPICAL PLANS, SECTIONS, OR DETAILS SHALL APPLY TO SIMILAR, SYMMETRICAL, OR OPPOSITE PLANS, SECTIONS, OR DIMENSIONS, NOTES, FINISHES, & FIXTURES SHOWN ON TYPICAL PLANS, SECTIONS, OR DETAILS SHALL APPLY TO SIMILAR, SYMMETRICAL, OR OPPOSITE PLANS, SECTIONS, OR DETAILS. 6. DIMENSIONS NOTED "CLEAR" ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT. DIMENSIONS NOTED "CLEAR" ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT. 7. NO SUBSTITUTION MAY BE MADE FOR ANY ITEMS UNLESS APPROVED IN WRITING BY THE PROJECT OFFICER, OR AS STATED IN THE CONTRACT. CONTRACTOR SHALL BEAR THE NO SUBSTITUTION MAY BE MADE FOR ANY ITEMS UNLESS APPROVED IN WRITING BY THE PROJECT OFFICER, OR AS STATED IN THE CONTRACT. CONTRACTOR SHALL BEAR THE BURDEN OF OBTAINING APPROVAL OF ITEMS TO BE SUBSTITUTED. THE PROJECT OFFICER'S DECISION REGARDING SUBSTITUTION SHALL BE FINAL. 8. DURING THE COURSE OF CONSTRUCTION, IF CONTRACTOR UNCOVERS ANY CODE VIOLATION KNOWN TO THEM OR DISCREPANCY WITH THE DESIGN, CONTRACTOR SHALL NOTIFY DURING THE COURSE OF CONSTRUCTION, IF CONTRACTOR UNCOVERS ANY CODE VIOLATION KNOWN TO THEM OR DISCREPANCY WITH THE DESIGN, CONTRACTOR SHALL NOTIFY THE ARCHITECT & PROJECT OFFICER OF SUCH ITEM IMMEDIATELY. 9. CONTRACTOR SHALL ASSEMBLE & INSTALL MATERIALS/PRODUCTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS & INDUSTRIAL/ASSOCIATION STANDARDS. CONTRACTOR SHALL ASSEMBLE & INSTALL MATERIALS/PRODUCTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS & INDUSTRIAL/ASSOCIATION STANDARDS. 10. REFER TO THE DRAWINGS & OTHER DOCUMENTS FOR ADDITIONAL SPECIFICATIONS NOT SPECIFIED HEREWITH. ALSO, REFER TO THE MECHANICAL, ELECTRICAL, & PLUMBING REFER TO THE DRAWINGS & OTHER DOCUMENTS FOR ADDITIONAL SPECIFICATIONS NOT SPECIFIED HEREWITH. ALSO, REFER TO THE MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR ADDITIONAL NOTES. 11. THE CONTRACT DOCUMENTS HAVE MADE NO INTENT TO GIVE SPECIFIC INSTRUCTIONS CONCERNING THE MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR THE CONTRACT DOCUMENTS HAVE MADE NO INTENT TO GIVE SPECIFIC INSTRUCTIONS CONCERNING THE MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR ASSIGNMENT OF WORK. IT IS THE CONTRACTOR WHO SHALL SUPERVISE & DIRECT THE WORK. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIRS OF ANY ACCIDENTAL DAMAGE THEY INFLICT UPON THE EXISTING WORK TO REMAIN. IF FOR ANY REASON DAMAGE TO CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIRS OF ANY ACCIDENTAL DAMAGE THEY INFLICT UPON THE EXISTING WORK TO REMAIN. IF FOR ANY REASON DAMAGE TO EXISTING WORK OR UTILITIES IS CONSIDERED TO BE UNAVOIDABLE, SUBMIT A WRITTEN NOTIFICATION OF THE PROBLEM BEFORE SIGNING THE CONTRACT. IN THE ABSENCE OF SUCH NOTIFICATION, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR DAMAGE & THE COST OF SATISFACTORILY REPAIRING OR REPLACING THE DAMAGED WORK.

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VA FORM 08-6231

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AutoCAD SHX Text Douglas R. Barkley M.S., P.E.

A-102

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NEW ROSTRUM SHELTER

PLANS & ELEVATIONS

5330IEJ GJ

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

Bid Documents

WWW.BCEI.US

2840 REMINGTON GREEEN CIR

TALLAHASSEE, FLORIDA 32308

OFFICE 850.297.0440

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

FL P.E. # 49090

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1:12 SLOPE

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LEVEL

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LEVEL

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LEVEL

AutoCAD SHX Text 15'-0"

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AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 2'-6"

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AutoCAD SHX Text 16'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 11'-0"

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AutoCAD SHX Text 32'-0"

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STAGE

AutoCAD SHX Text 3'-10 "34"

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1:12 SLOPE

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AutoCAD SHX Text A-302

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-2-6" GRADE

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REF. PLAN

AutoCAD SHX Text 0'-0" F.F.E.

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7'-6" BRG HGT

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12'-9" BRG HGT

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-2-6" GRADE

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REF. PLAN

AutoCAD SHX Text 0'-0" F.F.E.

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7'-6" BRG HGT

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12'-9" BRG HGT

AutoCAD SHX Text 34'-0"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text B

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AutoCAD SHX Text 30'-0"

AutoCAD SHX Text 16'-0"

AutoCAD SHX Text 10'-0"

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-2-6" GRADE

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REF. PLAN

AutoCAD SHX Text 0'-0" F.F.E.

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7'-6" BRG HGT

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12'-9" BRG HGT

AutoCAD SHX Text 34'-0"

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1. ALL MATERIALS & MASONRY WORK IS TO MATCH THE EXISTING COMMITTAL SHELTER ALL MATERIALS & MASONRY WORK IS TO MATCH THE EXISTING COMMITTAL SHELTER 2. CONTRACTOR TO VERIFY WITH V.A. NATIONAL CEMETERY LOCATION OF HEADSTONES & GRAVES PRIOR TO CONTRACTOR TO VERIFY WITH V.A. NATIONAL CEMETERY LOCATION OF HEADSTONES & GRAVES PRIOR TO THE CONSTRUCTION. CONTRACTOR IS TO MARK THE LOCATION OF EXISTING GRAVES IN THE AREA OF CONSTRUCTION 3. CONTRACTOR IS NOT TO DISTURB THE EXISTING GRAVES. CONTRACTOR IS NOT TO DISTURB THE EXISTING GRAVES. 4. REFER TO STRUCTURAL DRAWINGS FOR F.F.E., FINAL GRADES, & SLOPES. REPORT ANY DISCREPANCIES REFER TO STRUCTURAL DRAWINGS FOR F.F.E., FINAL GRADES, & SLOPES. REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

AutoCAD SHX Text PRE-ENGINEERED OPEN AIR STEEL STRUCTURE, POLIGON SYSTEM. COLUMN INNER CORE (TYP.) - REFER TO STRUCTURAL DRAWINGS & SPECIFICATIONS. STANDING SEAM METAL ROOF - REFER SPECIFICATIONS. 16" BRICK VENEER COLUMN BASE. BRICK VENEER OVER CMU FOUNDATION. ARCHITECTURAL PRECAST CONCRETE CAP. LINEAR SUSPENDED PVC CEILING SYSTEM BY RULON INTERNATIONAL, ENDURE SOLID, 4 INCH MODULES, PATTERN #900 STRAIGHT EDGE STRIP IN BEIGE PRECAST CONCRETE RAMP. REFER TO STRUCTURAL DRAWINGS & SPECIFICATIONS. 42" HIGH ALUMINUM RAILING STOREFRONT TRANSPARENT GLASS PROVIDED BY POLIGON SYSTEM. EXPOSED CONCRETE SLAB.

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KEYNOTES:

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NOTES:

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-2-6" GRADE

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REF. PLAN

AutoCAD SHX Text 0'-0" F.F.E.

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7'-6" BRG HGT

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12'-9" BRG HGT

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AutoCAD SHX Text DEMOLISH AND DISPOSE OF EXISTING ROSTRUM IN ITS ENTIRETY INCLUDING CONCRETE FOUNDATION.

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ASPHALT PAVEMENT

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SCALE: 1/4" = 1'-0"

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FLOOR PLAN

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SCALE: 1/4" = 1'-0"

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ROOF PLAN

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SCALE: 1/4" = 1'-0"

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EAST ELEVATION

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SCALE: 1/4" = 1'-0"

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SOUTH ELEVATION

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SCALE: 1/4" = 1'-0"

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NORTH ELEVATION

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SCALE: 1/4" = 1'-0"

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WEST ELEVATION

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SCALE: 1/4" = 1'-0"

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REFLECTED CEILING PLAN

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

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DEMOLIATION PLAN

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

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AutoCAD SHX Text Revisions:

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

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AutoCAD SHX Text A

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A-302

A-301

NEW ROSTRUM SHELTER

SECTIONS

5331IEJ GJ

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

Bid Documents

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

FL P.E. # 49090

AutoCAD SHX Text

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-2-6" GRADE

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REF. PLAN

AutoCAD SHX Text 0'-0" F.F.E.

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7'-6" BRG HGT

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12'-9" BRG HGT

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CEILING, REFER TO RCP

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STEEL COLUMN, PER POLIGON SYSTEM

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STEEL RAFTER, PER POLIGON SYSTEM

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STANDING SEAM ROOF, PER POLIGON SYSTEM

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ARCHITECTURAL PRECAST CONCRETE CAP

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BRICK VENEER

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ANCHOR BOLT ACCESS HOLE

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CONCRETE FOUNDATION, REFER TO STRUCTURAL

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SEALANT & BACKER ROD

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STEEL PURLIN, PER POLIGON SYSTEM

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BRICK VENEER

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CEILING, REFER TO RCP

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STEEL RAFTER, PER POLIGON SYSTEM

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STEEL PURLIN, PER POLIGON SYSTEM

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STEEL COLUMN, PER POLIGON SYSTEM

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AutoCAD SHX Text A-302

AutoCAD SHX Text 6"

AutoCAD SHX Text 3'-1 "34"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 1'-4"

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REF. PLAN

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GRADE

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REF. PLAN

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T/ FOUNDATION

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EL. VARIES, REF. PLANS

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7'-6" BRG HGT

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CEILING, REFER TO RCP

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STEEL COLUMN, PER POLIGON SYSTEM

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STEEL RAFTER, PER POLIGON SYSTEM

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STANDING SEAM ROOF, PER POLIGON SYSTEM

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ARCHITECTURAL PRECAST CONCRETE CAP

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BRICK VENEER

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ANCHOR BOLT ACCESS HOLE

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CONCRETE FOUNDATION, REFER TO STRUCTURAL

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SEALANT & BACKER ROD

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STEEL PURLIN, PER POLIGON SYSTEM

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BRICK VENEER

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-4"

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STEEL COLUMN, PER POLIGON SYSTEM

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ALUMINUM GUARDRAIL

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BRICK VENEER

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EDGE OF FOUNDATION BRICK VENEER

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EDGE OF CONCRETE

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AutoCAD SHX Text A-302

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 7'-0"

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1- HANDRAIL MOUNT 36" 12 HANDRAIL MOUNT 36"MEASURED @ LEADING EDGE OF STAIR

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42" HIGH GUARDRAIL

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1:12 SLOPE

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LEVEL

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LEVEL

AutoCAD SHX Text 15'-0"

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AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 6'-0"

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AutoCAD SHX Text 12'-0"

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1:12 SLOPE

AutoCAD SHX Text 6'-0"

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AutoCAD SHX Text A-302

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1- HANDRAIL MOUNT 36" 12 HANDRAIL MOUNT 36"MEASURED @ LEADING EDGE OF STAIR

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42" HIGH GUARDRAIL

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36" HIGH HANDRAIL

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42" HIGH GUARDRAIL

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1- HANDRAIL MOUNT 36" 12 HANDRAIL MOUNT 36"MEASURED @ LEADING EDGE OF RAMP

AutoCAD SHX Text 1'-0"

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SIDEWALK CONNECTION

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36" HIGH HANDRAIL

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42" HIGH GUARDRAIL

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12" PICKETS

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ALUMINUM GUARDRAIL

AutoCAD SHX Text #12-24 x 2 " 34" TRAXX/4 SCREW (2) PER BOARD

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T&G DECKING

AutoCAD SHX Text #6x2" GALV. COATED DECK SCREW (24" O.C.)

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TENSION MEMBER

AutoCAD SHX Text 2"x3" NAILER

AutoCAD SHX Text 1"x4" CEDAR FASCIA

AutoCAD SHX Text #6x2" GALV. COATED DECK SCREW (STAGGERED 24" O.C.

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STANDING SEAM PANEL

AutoCAD SHX Text #10x1" PANCAKE HEAD WOODGRIP SCREW (12" O.C.)

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FIELD BEND PANEL SLIDE AROUND PANEL

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METAL EAVE FASCIA

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METAL EAVE FASCIA

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BUTYL TAPE (ALONG TOP AND BOTTOM OF OFFSET CLEAT)

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OFFSET CLEAT

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STARTER LAYER OF FELT (WRAP CEDAR FASCIA)

AutoCAD SHX Text NOTE: WHEN NAILING DOWN FELT TO THE T&G DECKING APPLY LBS. (165 NAILS) OF NAILS 34 LBS. (165 NAILS) OF NAILS PER 100 SF EVENLY DISPERSED. (NAILS NOT BY POLIGON)

AutoCAD SHX Text #10x1" PANCAKE HEAD WOODGRIP SCREW (2) EACH CLIP

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ROOF CLIP (3" FROM EAVE) (36" O.C. UP ROOF)

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UNDERLAYMENT PER ROOFING MANUFACTURE

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BUTYL TAPE (ALONG TOP, BOTTOM AND ENDS OF C-CLOSURE)

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STANDING SEAM PANEL

AutoCAD SHX Text #12-14x " SELF 34" SELF DRILLING SCREW (EACH SIDE OF RIB

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CLERESTORY MEMBER

AutoCAD SHX Text

18" POP RIVET (24" O.C.)

AutoCAD SHX Text NOTE: WHEN NAILING DOWN FELT TO THE T&G DECKING APPLY LBS. (165 NAILS) OF NAILS 34 LBS. (165 NAILS) OF NAILS PER 100 SF EVENLY DISPERSED. (NAILS NOT BY POLIGON)

AutoCAD SHX Text

C-CLOSURE

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UNDERLAYMENT

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T&G DECKING

AutoCAD SHX Text #12-24x2 " 34" TRAXX/4 SCREW (2) PER BOARD

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WRAP FELT OVER CLERESTORY MEMBER

AutoCAD SHX Text #10x1" WOODGRIP SCREW (EACH SIDE OF RIB)

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HIGH SIDE TRIM

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SCALE: 1/2" = 1'-0"

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SECTION

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SCALE: 3/4" = 1'-0"

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COLUMN SECTION

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SCALE: 1" = 1'-0"

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COLUMN SECTION

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SCALE: 1/2" = 1'-0"

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ENLARGED STAIR PLAN

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SCALE: 1/2" = 1'-0"

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STAIR SECTION

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SCALE: 1/2" = 1'-0"

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ENLARGED RAMP PLAN

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SCALE: 1/2" = 1'-0"

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RAMP SECTION

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EAVE DETAIL

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AutoCAD SHX Text N.T.S.

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HIGHSIDE DETAIL

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AutoCAD SHX Text Approved: Project Director

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

AutoCAD SHX Text F

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AutoCAD SHX…

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