S02_Attachment - BPNC GSE P2 BD_Plans bk4.pdf

PDF 20 MB Posted Apr 14, 2025

Attached to: 830CM3019: Grave Site Expansion, Bay Pines National Cemetery
Solicitation number: 36C78625B0019
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Apr 14, 2025

The document is a comprehensive set of architectural and engineering bid documents for the Gravesite Expansion Phase 2 project at Bay Pines National Cemetery in St. Petersburg, Florida. The project, identified by solicitation number 830CM3019, involves expanding the cemetery's infrastructure and includes multiple key components: a new rostrum shelter, columbarium, irrigation system, electrical and mechanical upgrades to the maintenance building, and landscape modifications.

The bid documents, dated April 29, 2024, provide detailed technical plans spanning multiple disciplines including architectural, structural, electrical, mechanical, and irrigation systems. Key elements include installing a new 25' x 36' rostrum shelter with specific architectural and structural details, a columbarium with various foundation configurations, a new irrigation system with rotor and pop-up sprinklers, electrical upgrades involving power and lighting modifications, and mechanical HVAC and piping updates for the maintenance building. The project involves precise specifications for equipment placement, critical root zone protection, and integration with existing cemetery infrastructure, with plans prepared by John Gallup & Associates, LLC and Aqua Engineering Inc.

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Other files

File	Type	Posted
S02_Attachment - Bid Specifications.pdf	PDF	Apr 14, 2025
S02_Attachment - BPNC GSE P2 BD_Plans bk1.pdf	PDF	Apr 14, 2025
S02_Attachment - BPNC GSE P2 BD_Plans bk2.pdf	PDF	Apr 14, 2025
S02_Attachment - BPNC GSE P2 BD_Plans bk5.pdf	PDF	Apr 14, 2025
S02_Attachment - BPNC GSE P2 BD_Plans bk3.pdf	PDF	Apr 14, 2025
S02_Attachment - Design Narrative.pdf	PDF	Apr 14, 2025
S02_Presolicitation Notice 36C78625B0019.pdf	PDF	Apr 14, 2025

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A S

P H

A L T P A V E M E N

ROAD

ROAD A

1-QV 1-QV

1-QV

1-QV 1-QV

1-QV

1-IA

1-QV

3-SP

3-SP1-SP3-SP

1-SP

3-SP 3-SP

1-IA 1-IA

1-SP

3-SP

3-CV

NEW ROSTRUM SEE

ARCHITECTURAL DRAWINGS

1-IA

1-QV

1-IA

1-QV

1-SP

2-CV2-CV

10' 10'

10'

14'

10'

14'

SOD

SODSOD

SOD

1-IA

1-QV

1-IA

12'

8' 12'

3-SP

14' 10'

12'

1-QV

A S

P H

A L T P A V E M E N

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.

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.

60°

6'-0"

(TYP.)

4'MIN.

2' MIN.

12"

MIN.

12"

MIN.

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

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

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DRAWING ABBREVIATIONS

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NUMBERING SYSTEM:

AutoCAD SHX Text A-101

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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GENERAL NOTES

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text one and one half inches = one foot

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

PatrickWest Snapshot

A-102

A-302

A-101

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

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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"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 16'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 32'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 12'-0"

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STAGE

AutoCAD SHX Text 3'-10 "34"

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AutoCAD SHX Text B

AutoCAD SHX Text A

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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"

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AutoCAD SHX Text A

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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"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text 30'-0"

AutoCAD SHX Text 16'-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

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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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

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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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"

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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

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AutoCAD SHX Text D

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

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

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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

AutoCAD SHX Text F.F.E.

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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"

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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

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LEVEL

AutoCAD SHX Text 15'-0"

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"

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

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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)

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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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AutoCAD SHX Text N.T.S.

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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 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

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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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

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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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"

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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

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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

S-001

STRUCTURAL GENERAL

NOTES

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

DRB RMK

AutoCAD SHX Text

REINFORCED CONCRETE

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SHALLOW FOUNDATIONS

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1. COMPLY WITH ACI 301 AND 318. COMPLY WITH ACI 301 AND 318. 2. PROVIDE STRUCTURAL CONCRETE WITH A MINIMUM ULTIMATE COMPRESSIVE DESIGN STRENGTH IN 28 PROVIDE STRUCTURAL CONCRETE WITH A MINIMUM ULTIMATE COMPRESSIVE DESIGN STRENGTH IN 28 DAYS OF: SLAB ON GRADE 3,000 PSI 3,000 PSI FOUNDATION 3,000 PSI 3,000 PSI WALLS & SLABS 5,000 PSI 5,000 PSI 3. USE NORMAL WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS. U.O.N. USE NORMAL WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS. U.O.N. 4. PROVIDE ASTM A-615 GRADE 60 REINFORCING STEEL. REINFORCING SHALL BE ACCURATELY PLACED, PROVIDE ASTM A-615 GRADE 60 REINFORCING STEEL. REINFORCING SHALL BE ACCURATELY PLACED, RIGIDLY SUPPORTED AND FIRMLY TIED IN PLACE, WITH APPROPRIATE BAR SUPPORTS AND SPACERS. LAP CONTINUOUS REINFORCING 48 BAR ~. LAP BOTTOM STEEL OVER SUPPORTS AND TOP STEEL AT MIDSPAN, U.O.N. HOOK DISCONTINUOUS ENDS OF ALL TOP BARS AND ALL BARS IN WALLS, U.O.N. PROVIDE COVER OVER REINFORCING AS FOLLOWS: CAST AGAINST & EXPOSED TO EARTH/WEATHER 3" 3" EXPOSED TO EARTH/WEATER #6 THROUGH #18 REBAR 2" 2" #5 REBAR, W31/D31 WIRE OR SMALLER 1 1/2" 1 1/2" NOT EXPOSED TO EARTH/WEATHER SLABS, WALLS, JOISTS #14 AND #18 REBAR 1 1/2" 1 1/2" #11 REBAR AND SMALLER 3/4" 3/4" BEAMS AND COLUMNS REINF, TIES, STIRRUPS, SPIRALS 1 1/2" 1 1/2" 5. WHERE SPECIFIED, PROVIDE PLAIN, COLD-DRAWN ELECTRICALLY-WELDED WIRE REINFORCEMENT WHERE SPECIFIED, PROVIDE PLAIN, COLD-DRAWN ELECTRICALLY-WELDED WIRE REINFORCEMENT CONFORMING TO ASTM A-185. SUPPLY IN FLAT SHEETS ONLY. LAP SPLICE ONE CROSS WIRE SPACING PLUS TWO INCHES. 6. UTILITIES SHALL NOT PENETRATE BEAMS OR COLUMNS BUT MAY PASS THROUGH SLABS AND WALLS UTILITIES SHALL NOT PENETRATE BEAMS OR COLUMNS BUT MAY PASS THROUGH SLABS AND WALLS INDIVIDUALLY, U.O.N. FOR OPENINGS 24" LONG OR LESS, CUT REINFORCING AND REPLACE A LONG SIDE OPENING WITH SPLICE BARS OF EQUIVALENT AREA WITH 48 BAR ~ LAP. PREPARE AND SUBMIT SHOP DRAWINGS FOR OPENINGS LONGER THAN 24". FOR RECTANGULAR OPENINGS 12" LONG OR LONGER, ADD (1) #5 x 6' MID DEPTH DIAGONAL AT ALL 4 CORNERS. 7. WHERE REINFORCING STEEL CONGESTION PERMITS, CONDUIT AND PIPES UP TO 1"~ MAY BE WHERE REINFORCING STEEL CONGESTION PERMITS, CONDUIT AND PIPES UP TO 1"~ MAY BE EMBEDDED IN CONCRETE PER ACI 318, SECTION 6.3. SPACE AT 3~ O.C.PLACE BETWEEN OUTER LAYERS OF REINFORCING IF CONDUITS ARE SIGNIFICANTLY CONGESTED, ADDITIONAL REINFORCING PERPENDICULAR TO PIPING MAY BE REQUIRED. REQUESTS TO EMBED LARGER PIPES SHOULD BE ACCOMPANIED BY A DETAILED DESCRIPTION AND BE SUBMITTED TO THE ARCHITECT FOR EVALUATION. 8. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI 318, SECTION 6.4. PROVIDE KEYWAYS PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI 318, SECTION 6.4. PROVIDE KEYWAYS AND ADEQUATE DOWELS. SUBMIT DRAWINGS SHOWING LOCATION OF CONSTRUCTION JOINTS AND DIRECTION OF POUR FOR REVIEW. 9. PROVIDE REINFORCING STEEL PLACER WITH A SET OF STRUCTURAL DRAWINGS FOR FIELD PROVIDE REINFORCING STEEL PLACER WITH A SET OF STRUCTURAL DRAWINGS FOR FIELD REFERENCE. INSPECT REINFORCING STEEL PLACING FROM STRUCTURAL DRAWINGS.

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1. FOUNDATION DESIGN, SOIL PREPARATION AND COMPACTION ARE BASED ON GEOTECHNICAL FOUNDATION DESIGN, SOIL PREPARATION AND COMPACTION ARE BASED ON GEOTECHNICAL INVESTIGATION, DATA AND RECOMMENDATIONS IN FILE NO. 05-1158 BY ARDAMAN & ASSOCIATES, INC. DATED MAY 31, 2005. 2. FOOTING SIZES AND REINFORCING ARE BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 1500 FOOTING SIZES AND REINFORCING ARE BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 1500 PSF. ALL FOOTINGS SHALL BEAR ON COMPACTED FILL OR NATURAL SOIL PREPARED PER THE GEOTECHNICAL REPORT. 3. SUBGRADE PREPARATION SHALL BE FIELD CONTROLLED AND TESTED BY A LICENSED SOILS ENGINEER SUBGRADE PREPARATION SHALL BE FIELD CONTROLLED AND TESTED BY A LICENSED SOILS ENGINEER IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. AT COMPLETION, THAT ENGINEER SHALL PREPARE AND SUBMIT TO THE OWNER, ARCHITECT, CONTRACTOR AND STRUCTURAL ENGINEER A SIGNED AND SEALED LETTER INDICATING THAT THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT HAVE BEEN FOLLOWED. 4. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS, U.O.N. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS, U.O.N. 5. TOP OF ALL FOOTINGS IS NOTED ON THE DRAWINGS. TOP OF ALL FOOTINGS IS NOTED ON THE DRAWINGS.

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SLAB ON GRADE

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1. REFER TO GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION MORE THAN 12" BELOW BOTTOM OF REFER TO GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION MORE THAN 12" BELOW BOTTOM OF SLAB. 2. ABOVE SUBGRADE, USE FILL CONTAINING NOT MORE THAN 10% PASSING #200 SIEVE AND MAXIMUM ABOVE SUBGRADE, USE FILL CONTAINING NOT MORE THAN 10% PASSING #200 SIEVE AND MAXIMUM 1"~. COMPACT TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR ASTM D-1557. EACH LAYER OF FILL SHALL NOT RANDOMLY SELECT TEST LOCATIONS. 3. FILL PLACEMENT AND COMPACTION SHALL BE MONITORED AND ACCEPTED BY THE TESTING AGENCY. FILL PLACEMENT AND COMPACTION SHALL BE MONITORED AND ACCEPTED BY THE TESTING AGENCY. TAKE A MINIMUM OF ONE FIELD DENSITY TEST (ASTN D-1556 OR D 2922) FOR EACH 2,500 SQUARE FEET OF EACH LAYER. THE TESTING AGENCY SHALL RANDOMLY SELECT TEST LOCATIONS. 4. FOR INTERIOR SLABS PLACE 6 MIL POLYETHYLENE SHEETING BETWEEN SOIL AND BOTTOM OF SLAB. FOR INTERIOR SLABS PLACE 6 MIL POLYETHYLENE SHEETING BETWEEN SOIL AND BOTTOM OF SLAB. DO NOT USE ANY SHEETING BELOW EXTERIOR CONCRETE SLABS. 5. USE 6" THICK SLABS ON GRADE REINFORCED WITH 6x6 - W2.1 x W2.1 WELDED WIRE USE 6" THICK SLABS ON GRADE REINFORCED WITH 6x6 - W2.1 x W2.1 WELDED WIRE REINFORCEMENT SUPPLIED IN FLAT SHEETS ONLY, U.O.N. USE CHAIRS TO SUPPORT WIRE FABRIC IN THE CENTER OF SLAB. 6. PROVIDE CRACK CONTROL JOINTS AT 15 FEET MAXIMUM TO LIMIT AREAS BETWEEN JOINTS TO 225 PROVIDE CRACK CONTROL JOINTS AT 15 FEET MAXIMUM TO LIMIT AREAS BETWEEN JOINTS TO 225 SQ. FT. IN ALL FLOATING SLABS ON GRADE. LOCATE TO CONFORM TO BAY SPACING WHENEVER POSSIBLE, ADD CRACK CONTROL JOINTS AT\ RE-ENTRANT CORNERS WHICH TEND TO INVITE CRACKS. 7. IN SIDEWALKS AND WALKWAYS, LOCATE ISOLATION JOINTS AT 20 FT. O.C. MAXIMUM SCORE AND IN SIDEWALKS AND WALKWAYS, LOCATE ISOLATION JOINTS AT 20 FT. O.C. MAXIMUM SCORE AND TOOL BETWEEN ISOLATION JOINTS IN EQUAL BAYS OF 5 FT. OR LESS. 8. SEE THE ARCHITECTURAL DRAWINGS FOR SLAB ON GRADE DEPRESSIONS AND OTHER REQUIREMENTS. SEE THE ARCHITECTURAL DRAWINGS FOR SLAB ON GRADE DEPRESSIONS AND OTHER REQUIREMENTS. 9. FIBERMESH REINFORCEMENT IS AN ACCEPTABLE ALTERNATIVE TO THE SPECIFIED WELDED WIRE FIBERMESH REINFORCEMENT IS AN ACCEPTABLE ALTERNATIVE TO THE SPECIFIED WELDED WIRE FABRIC FOR CONCRETE SLAB REINFORCEMENT.

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ABBREVIATIONS

AutoCAD SHX Text FD FLOOR DRAIN FLOOR DRAIN FDN FOUNDATION FOUNDATION FF FINISHED FLOOR FINISHED FLOOR FFE FINISHED FLOOR FINISHED FLOOR ELEVATION FG FINISHED GRADE FINISHED GRADE FIN FINISH FINISH FL FLOOR FLOOR FT FEET FEET FTG FOOTING FOOTING GA GAUGE GAUGE GALV GALVANIZED GALVANIZED GC GENERAL GENERAL CONTRACTOR GEN GENERAL GENERAL GND GROUND GROUND GYP GYPSUM GYPSUM HC HOLLOW CORE HOLLOW CORE HDR HEADER HEADER HORIZ HORIZONTAL HORIZONTAL HSS HOLLOW HOLLOW STRUCTURAL SECTION HT HEIGHT HEIGHT HVAC HEATING , HEATING , VENTILATION & A/C IN INCH INCH INSUL INSULATION INSULATION INT INTERIOR INTERIOR JT JOINT JOINT K KIPS KIPS KSI KIPS PER SQUARE KIPS PER SQUARE INCH KSF KIPS PER SQUARE KIPS PER SQUARE FOOT L ANGLE ANGLE LAM LAMINATED LAMINATED LBS POUNDS POUNDS LL LIVE LOAD LIVE LOAD LLBB LONG LEG BACK TO LONG LEG BACK TO BACK LLH LONG LEG LONG LEG HORIZONTAL LLV LONG LEG LONG LEG VERTICAL LWC LIGHT WEIGHT LIGHT WEIGHT CONCRETE MAX MAXIMUM MAXIMUM MBR MEMBER MEMBER MECH MECHANICAL MECHANICAL MFGR MANUFACTURER MANUFACTURER MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS ML MATCH LINE MATCH LINE MO MASONRY MASONRY OPENING

AutoCAD SHX Text PROFESSIONAL AFFILIATIONS ACI AMERICAN CONCRETE INSTITUTE AMERICAN CONCRETE INSTITUTE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING MATERIALS AMERICAN SOCIETY FOR TESTING MATERIALS AWPA AMERICAN WOOD PRESERVERS ASSOCIATION AMERICAN WOOD PRESERVERS ASSOCIATION AWS AMERICAN WELDING SOCIETY AMERICAN WELDING SOCIETY AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAMERICAN INSTITUTE OF STEEL CONSTRUCTION

AutoCAD SHX Text A/C AIR CONDITIONER AIR CONDITIONER AB ANCHOR BOLT ANCHOR BOLT ADJ ADJACENT ADJACENT AFF ABOVE FINISHED ABOVE FINISHED FLOOR AGG AGGREGATE AGGREGATE ALT ALTERNATE ALTERNATE ALUM ALUMINUM ALUMINUM AO ACCESS OPENING ACCESS OPENING APPROX APPROXIMATE APPROXIMATE ARCH ARCHITECTURAL ARCHITECTURAL ASPH ASPHALT ASPHALT B BOTTOM BOTTOM BLDG BUILDING BUILDING BLKG BLOCKING BLOCKING BM BENCH MARK BENCH MARK BO BOTTOM OF BOTTOM OF BRG BEARING BEARING C CHANNEL CHANNEL CANT CANTILEVER CANTILEVER CIP CAST IN PLACE CAST IN PLACE CJ CONSTRUCTION JOINT CONSTRUCTION JOINT CL, < CENTER LINE CENTER LINE CMU CONCRETE MASONRY CONCRETE MASONRY UNIT COL COLUMN COLUMN CONC CONCRETE CONCRETE CONN CONNECTION CONNECTION CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CR COLD ROLLED COLD ROLLED CTR CENTER CENTER DBL DOUBLE DOUBLE DEG, ^ DEGREES DEGREES DET DETAIL DETAIL DIA,~ DIAMETER DIAMETER DIM DIMENSION DIMENSION DL DEAD LOAD DEAD LOAD DTL DETAIL DETAIL DWG DRAWING DRAWING DWL DOWEL DOWEL EA EACH EACH EJ EXPANSION JOINT EXPANSION JOINT ELEV ELEVATION ELEVATION ELEC ELECTRICAL ELECTRICAL EMBED EMBEDMENT EMBEDMENT ENCL ENCLOSED ENCLOSED ENGR ENGINEER ENGINEER EQ EQUAL EQUAL EST ESTIMATED ESTIMATED EW EACH WAY EACH WAY EXIST EXISTING EXISTING EXT EXTERIOR EXTERIOR FAB FABRICATE FABRICATE FBC FLORIDA BUILDING FLORIDA BUILDING CODE

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GENERAL NOTES

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1. THE GOVERNING CODE FOR THIS PROJECT IS THE FLORIDA BUILDING CODE, 8TH EDITION (2023). THE GOVERNING CODE FOR THIS PROJECT IS THE FLORIDA BUILDING CODE, 8TH EDITION (2023). THIS CODE PRESCRIBES WHICH EDITION OF EACH REFERENCE STANDARD APPLIES TO THIS PROJECT. 2. TO THE BEST OF OUR KNOWLEDGE, THE STRUCTURAL DRAWINGS AND SPECIFICATIONS COMPLY WITH TO THE BEST OF OUR KNOWLEDGE, THE STRUCTURAL DRAWINGS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE GOVERNING BUILDING CODE. 3. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCALCODES, STANDARDS, REGULATIONS AND LAWS. 4. THE STRUCTURAL DOCUMENTS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL THE STRUCTURAL DOCUMENTS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DOCUMENTS. USE THESE NOTES IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS. IF A CONFLICT EXISTS, THE MORE STRINGENT GOVERNS. 5. SEE PROJECT SPECIFICATIONS FOR TESTING. SEE PROJECT SPECIFICATIONS FOR TESTING. 6. DETAILS LABELED "TYPICAL" APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE DETAILS LABELED "TYPICAL" APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED, WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. QUESTIONS REGARDING THE APPLICABILITY OF TYPICAL DETAILS SHALL BE RESOLVED BY THE ARCHITECT. 7. OPENINGS SHOWN ON STRUCTURAL DRAWINGS ARE ONLY PICTORIAL. SEE THE ARCHITECTURAL AND OPENINGS SHOWN ON STRUCTURAL DRAWINGS ARE ONLY PICTORIAL. SEE THE ARCHITECTURAL AND M.E.P. DRAWINGS FOR THE SIZE AND LOCATION OF OPENINGS IN THE STRUCTURE. 8. CONTRACTORS WHO DISCOVER DISCREPANCIES, OMISSIONS OR VARIATIONS IN THE CONTRACT CONTRACTORS WHO DISCOVER DISCREPANCIES, OMISSIONS OR VARIATIONS IN THE CONTRACT DOCUMENTS DURING BIDDING SHALL IMMEDIATELY NOTIFY THE ARCHITECT. THE ARCHITECT WILL RESOLVE THE CONDITION AND ISSUE A WRITTEN CLARIFICATION. 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONTRACT DOCUMENTS WITH FIELD CONDITIONS THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONTRACT DOCUMENTS WITH FIELD CONDITIONS AND DIMENSIONS AND PROJECT SHOP DRAWINGS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS, USE ONLY PRINTED DIMENSIONS. ELECTRONIC DRAWINGS SHOULD NOT BE ASSUMED TO BE DRAWN TO SCALE. REPORT ANY DISCREPANCIES IN WRITING TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. DO NOT CHANGE SIZE OR LOCATION OF STRUCTURAL MEMBERS WITHOUT WRITTEN INSTRUCTIONS FROM THE STRUCTURAL ENGINEER OF RECORD. 10. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, HIS OWN WORK AND THE PUBLIC FROM THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, HIS OWN WORK AND THE PUBLIC FROM HARM. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, AND JOBSITE SAFETY INCLUDING ALL OSHA REQUIREMENTS. 11. THE STRUCTURE IS DESIGNED TO BE STRUCTURALLY SOUND WHEN COMPLETED. PRIOR TO THE STRUCTURE IS DESIGNED TO BE STRUCTURALLY SOUND WHEN COMPLETED. PRIOR TO COMPLETION, THE CONTRACTOR IS RESPONSIBLE FOR STABILITY AND TEMPORARY BRACING, INCLUDING, BUT NOT LIMITED TO, MASONRY WALLS. WHEREVER THE CONTRACTOR IS UNSURE OF THESE REQUIREMENTS, THE CONTRACTOR SHALL RETAIN A FLORIDA LICENSED ENGINEER TO DESIGN AND INSPECT THE TEMPORARY BRACING AND STABILITY OF THE STRUCTURE.

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EXCAVATION, BACKFILL AND DEWATERING

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1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LOGGING, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LOGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STRESS AND UTILITIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT AND OSHA REGULATIONS. DO NOT EXCAVATE WITHIN ONE FOOT OF THE ANGLE OF REPOSE OF ANY SOIL BEARING FOUNDATION UNLESS THE FOUNDATION IS PROPERLY PROTECTED AGAINST SETTLEMENT. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER IN A MANNER THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER IN A MANNER THAT DOES NOT INCONVENIENCE OR DAMAGE THE WORK.

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CHEMICAL ADHESIVE FOR ANCHORING REINFORCING BOLTS, THREADED BARS & ANCHOR BOLTS

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1. USE AN EPOXY, ACRYLIC OR POLYESTER RESIN ADHESIVE SYSTEM SUCH AS THE POWERS RAWL USE AN EPOXY, ACRYLIC OR POLYESTER RESIN ADHESIVE SYSTEM SUCH AS THE POWERS RAWL POWER-FAST SYSTEM, HILTI HIT HY150, ITW RAMSET/RED HEAD EPCON A7 OR C6 INJECTION SYSTEM, ALLIED FASTENER ALLIED GOLD A-1000, OR ACCEPTED EQUIVALENT. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR USE AND INSTALLATION. 2. CONFIRM THE ABSENCE OF REINFORCING STEEL BY DRILLING A "~ PILOT HOLE FOR EACH CONFIRM THE ABSENCE OF REINFORCING STEEL BY DRILLING A "~ PILOT HOLE FOR EACH 14"~ PILOT HOLE FOR EACH ANCHOR. DO NOT CUT REINFORCING STEEL WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 3. DRILL " LARGER ~ HOLE THAN ANCHOR BOLT AND " LARGER HOLE THAN REINFORCING BAR. DRILL " LARGER ~ HOLE THAN ANCHOR BOLT AND " LARGER HOLE THAN REINFORCING BAR. 116" LARGER ~ HOLE THAN ANCHOR BOLT AND " LARGER HOLE THAN REINFORCING BAR. 18" LARGER HOLE THAN REINFORCING BAR. THOROUGHLY CLEAN HOLE INCLUDING REMOVAL OF DUST PRIOR TO FILLING WITH EPOXY. 4. PROVIDE ANCHOR EMBEDMENT, SPACING AND EDGE DISTANCE AS SHOWN ON THE DRAWINGS. PROVIDE ANCHOR EMBEDMENT, SPACING AND EDGE DISTANCE AS SHOWN ON THE DRAWINGS. 5. THREADED RODS ARE A-36 GALVANIZED STEEL, U.O.N.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 14, 2025.