216041 CBJTC Museum Storage Addendum #2.pdf

Florida Army National Guard

Construction & Facility Management Office

ISSUED ADDENDUM

Rev. 11/2018

Date June 19, 2023

ADDENDUM Number 2

Project Number and Name 216041 CBJTC Museum Storage Facility, Bldg 3016

Invitation to Bid Date May 25, 2023

Number of Attachments 2

Bid Opening Date and Time Tuesday, June 27, 2023 2:00PM

From: Department of Military Affairs, CFMO Contracting Office

This addendum and the listed attachments forms a part of the contract documents and modifies the original bidding documents. Acknowledgement of this addendum in Exhibit 4 - Bid Proposal form is required.

Concerns with this addendum should be addressed to:

ng.fl.flarng.list.cfmo-contracting@army.mil

Answers to Questions (Q) / Clarifications (C) / Modifications (M)

Q1-9. Answered on attached Addendum #2 from A/E of record.

M1. Scope of work called for the Vault to be owner provided/Contractor installed.

Drawings for construction of Vault will be updated with this Addendum #2, only owner provided item is the Vault Door. Pictures of Door was provided with Addendum #1.

M2. Change of Alternate Bid Items (WAS ABI #1 Chainlink Fence Partition, ABI #2 Splitface CMU – NOW ABI #1 Chainlink Fence & Gates REVISED, ABI #2 Building/Wall Sections), revised Exhibit 4 provided with this Addendum #2.

Attachment List

1. 216041 CBJTC Museum Addendum #2 COMBINED.PDF

2. 216041 CBJTC Museum Ex 4-5 REV.PDF

END OF ADDENDUM #2

mailto:ng.fl.flarng.list.cfmo-contracting@army.mil

Addendum No. Two

BHA #202301

ADDENDUM NO. TWO

To the Plans and Specifications for:

CBJTC Museum Storage Facility

Camp Blanding Joint Training Center

Starke , FL

For FLORIDA DEPT. OF MILITARY AFFAIRS

Prepared By: ARCHITECT

Bhide & Hall Architects, P.A.

1329-C Kingsley Ave.

Orange Park, FL 32073

Certificate No. AAC000569

Date: June 15, 2023

Index:

Number Discipline Topic

1 Non-Technical RFI #001 Reply

2 Architectural Specifications Table of Contents revised.

3 Architectural Specification Section 10 22 13, Security Barriers (ABI #001) removed from project.

4 Architectural Specification Section 32 31 13, Chain Link Fences & Gates

(ABI #001) revised.

5 Architectural Revised Architectural Drawings � Vault / Arms Room 102

6 Civil Site Improvements scope of work.

7 Structural Revised Structural Drawings � Vault / Arms Room 102

7 ITEMS TOTAL

Item No. 1, RFI #001 reply.

Responses to RFI #001 submitted by Bidders are attached.

Item No. 2, Specifications Table of Contents revised.

The Table of Contents in the Specifications has been revised to indicate the removal of Section

10 22 13, Security Barriers (ABI #001). See Item No. 3, for additional information as applicable.

Item No. 3, Specification Section 10 22 13, Security Barriers (ABI #001) removed from project.

As indicated in RFI #001 reply, Section 10 22 13 has been removed from the project.

Specification Section 32 31 13 has been revised to provide additional information related to the

Addendum No. Two

BHA #202301

Scope of Work affected by removal of this Section. See Item No. 4, for additional information as applicable.

Item No. 4, Specification Section 32 31 13, Chain Link Fences & Gates (ABI #001) revised.

Specification Section 32 31 13 has been revised to clarify information related to the Scope of

Work of the chain link fencing to be provided on the project. Please note that this Scope of

Work remains as ABI #001.

Item No. 5, Revised Drawings � Vault / Arms Room 102.

The modular vault to be provided by the Owner has been removed from the project. In addition, the walls and ceiling around the Arms Room have been reinforced with an added layer of plywood and expanded wire mesh to increase their security level. Finally, Door 102 has been eliminated from the project. In its place, the Owner would like to install the existing vault door, identified during the pre-bid meeting and issued as part of Addendum Number 001, in this location. See revised drawing sheets attached with this Addendum.

Item No. 6, Site Improvements scope of work.

To assist in identification of the site improvements scope of work, A site improvements scope of work has been added to Sheet A100, Architectural Site Plan. See attached revised drawing for additional information.

Item No. 7, Revised Structural Drawings � Vault / Arms Room 102.

Structural drawings have been revised to reflect the removal of the modular vault from the project. In addition, the structural drawings have been revised to reflect the modifications to the metal framing around Arms Room 102 to increase security level of these walls. See revised drawing sheets attached with this Addendum.

END OF ADDENDUM NO. TWO

Encl: 1. RFI #001 responses dated 06/15/2023, RFIs received 06/13/2023

2. Specification Table of Contents (Revised 06/14/2023)

3. Specification Section 32 31 13, Chain Link Fences & Gates (ABI #001) (Revised 06/14/2023)

4. Revised Architectural drawings (Revised 06/15/2023):

Sheet LS100, Life Safety Plan

Sheet A101, Floor and Ceiling Plans

Sheet A401, Building Sections � Base Bid & ABI #002

Sheet A402, Wall Sections � Base Bid & ABI #002

Sheet A501, Interior Elevations, Schedules & Details

5. Revised Sheet A100, Architectural Site Plan (Revised 06/15/2023)

6. Revised Structural drawings (Revised 06/15/2023):

Sheet S001, General Notes & Design Criteria

Sheet S100, Foundation Plan

Sheet, S300, Framing Details (new Sheet)

RFI REPLY

Project: CBJTC Museum Warehouse Date: 06/15/2023 Camp Blanding Joint Training Center Comm. No.: 216041

To: All Bidding General Contractors Fax

Email

U.S. Mail

Attn. Messenger

We are sending the following: Quick Ship

RFI No. Description Date Rec’d

001 General Clarifications 6/13/2023

1. Please confirm the primary and secondary are shop coated with Red Oxide primer.

Response: Primary steel shall be hot-dipped galvanized. Secondary steel shall be galvanized.

2. Please confirm Nucor is an acceptable Manufacturer.

Response: Nucor is an acceptable Metal Building manufacturer for the project.

3. Spec. 13 34 19-7, 2.4 Roof panels, Is 24 ga. acceptable or does it have to be 22 ga. 22 ga. is available with a 5,000

sf. minimum coil charge and extended lead time.

Response: 24-gauge roof panels are acceptable. Roof panels shall meet the wind design criteria as listed in the structural drawings and shall have a Florida Product Approval.

4. Spec. 13 34 19-7, 2.4.4 Roof panels call for a custom color Cardinal Red, is this correct? If so I will need a color code for pricing.

Response: Roof panel color shall be Sierra Tan.

5. Spec. 13 34 19-7, 2.5 Wall panels. Will the walls have to be a custom color?

Response: Wall panel color shall be Sierra Tan.

6. Spec. 13 34 19-7, 2.45 Roof and Walls. Is the basis of wind NOA n. 06-8090 or IBC 2018 as shown in the codes on sheet S001 in the bid drawings?

Response: Applicable Building Code for this project is 2020 Florida Building Code, not 2018 International

Building Code as listed on Sheet S001.

7. Spec. 13 34 19-7, 2.8. The roof and walls call for R-25 Simple saver and the bid drawings (sheet A402) are showing a 1.5� rigid board insulation to the outside of the steel line. Am I to supply an R-25 simple saver cavity insulation and a 1.5 rigid board insulation for the walls?

Response: Building insulation shall be as follows:

Roof: R-30 insulation system consisting of an R-19 blanket insulation with R-11 liner system. (Simple

Saver system or equal is acceptable.

Walls: 1.5� (R-6.5) continuous rigid insulation over R-13 vinyl wrapped blanket insulation. Please note that metal liner panels are required within the warehouse area from top of slab to 8�-0� a.f.f.

RFI REPLY

8. Both Section 10 22 13 & 32 31 13 pertain to the fence and alternate for this project. Both of which vary with requirements. Can you confirm which requirements we should be using when developing a proposal for this project?

Response: Section 10 22 13, Security Barriers (ABI #001) has been removed from the project. In addition, please see revised Section 32 31 13, Chain Link Fencing and Gates (ABI #001) for additional information and requirements for this Scope of Work.

9. The utility drawings provided show the sewer approx. 220 lf away from the new building restrooms. Are there additional utilities drawings that may identify the size and depth of existing sewer?

Response: The new sewer line will connect to the existing manhole, which from the top of the lid to bottom of the manhole is 7�. The existing manhole in question is located to the north of Avenue B and to the south of the project site., adjacent to road and to the south of the project site. See attached aerial photograph of the existing manhole location.

Copies to: With Attachments Transmittal Only Sent VIA

File X

By: Brian Sawyer, AIA LEED AP Bhide & Hall Architects, P.A.

1329 Kingsley Avenue, Suite C

Orange Park, Florida 32073

License #AAC000569

Phone: 904.264-1919

M a n h o l e

BSawyer Polygon

BSawyer Callout

PROJECT SITE

Table of Contents

CBJTC Museum Warehouse Building

202301

DIVISION 1 - GENERAL REQUIREMENTS

1 Non-Technical Specifications

01 10 00 Summary

01 30 00 Submittals

01 40 00 Quality Standards

01 70 00 Contract Closeout

01 78 46 Attic Stock

01 97 00 Alternate Bid Items (ABI’s)

DIVISION 3 - CONCRETE

03 10 00 Concrete Forming and Accessories

03 20 00 Concrete Reinforcing

03 30 00 Cast-In-Place Concrete

03 60 00 Grout (ABI #002)

DIVISION 4 - MASONRY

04 22 00 Concrete Masonry Unit Work (ABI #002)

04 23 00 Reinforced Unit Masonry (ABI #002)

04 72 00 Cast Stone Masonry (ABI #002)

DIVISION 5 - METALS

05 12 00 Structural Steel Framing

05 40 00 Metal Studs and Furring

DIVISION 6 - WOOD, PLASTICS & COMPOSITES

06 10 00 Carpentry

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07 11 00 Dampproofing (ABI #002)

07 60 00 Flashing and Sheet Metal

07 92 00 Sealants and Caulking

DIVISION 8 - OPENINGS

08 11 13 Hollow Metal Doors and Frames

08 31 16 Access Panels

08 33 23 Overhead Coiling Doors

08 71 00 Finish Hardware

DIVISION 9 - FINISHES

09 20 00 Gypsum Board

09 32 00 Rubber Base

09 65 19 Resilient Tile (Vinyl Composition Tile)

09 90 00 Painting

CBJTC Museum Warehouse Building

202301

DIVISION 10 - SPECIALTIES

10 22 13 Security Barriers (ABI #001)

10 28 13 Washroom Accessories

10 31 00 Exterior Signage

10 32 00 Interior Signage

10 42 00 Fire Extinguishers Cabinets

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 19 Metal Building Systems

DIVISION 22 - PLUMBING

22 05 00 Plumbing

DIVISION 23 – HEATING, VENTILATION AND AIR CONDITIONING

23 05 00 Basic Mechanical Requirements

23 05 93 Testing, Adjusting and Balancing

23 07 00 Mechanical Insulation

23 22 15 Refrigerant Piping

23 22 16 Condensate Drain Piping

23 31 00 Ducts

23 33 00 Ductwork Accessories

23 37 00 Air Outlets and Inlets

23 81 26 Split System Air Conditioning Units (Heat Pumps)

DIVISION 26 -ELECTRICAL

26 03 05 Electrical General Requirements

26 05 19 Wire and Cable

26 05 26 Secondary Grounding

26 05 29 Supporting Devices

26 05 32 Conduit

26 05 33 Boxes

26 05 53 Electrical Identification

26 24 16 Panelboards

26 24 18 Motor Control

26 27 16 Cabinets and Enclosures

26 27 26 Wiring Devices

26 28 19 Disconnect Switches

26 51 10 LED Lighting Fixtures

DIVISION 28 -ELECTRONIC SAFETY AND SECURITY

28 31 00 Fire Alarm and Smoke Detection Systems

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 Chain Link Fencing and Gates (ABI #001)

END OF TABLE OF CONTENTS

CHAIN LINK FENCING AND GATES 32 31 13

Project No. 216041 CBJTC Museum Warehouse Building

CFMO Project Number: 216041 BHA Project Number: 202301

32 31 13 - 1

SECTION 32 31 13

CHAIN LINK FENCING AND GATES

(ABI #001)

1. GENERAL

1.1. Purpose: Creation of secure fenced enclosures and/or partitions within Room 101, Warehouse Storage in the facility for the purpose of storage of sensitive museum artifacts.

1.2. Related Work: Section 10 22 13, Security Barriers

1.3. Submittal: Manufacturer’s data on all fencing materials, gate operators and components.

2. PRODUCTS

2.1. Chain Link Fabric: 9-gauge, 2” mesh,. 6’-0” height or width 8’-0” height as indicated on Drawings, galvanized.

2.2. Posts:

a. Line Posts: 2” schedule 40 steel pipe, galvanized.

b. Terminal and Corner Posts: 3” Schedule 40 steel pipe, galvanized.

c. Line posts to be 10’-0” o.c. maximum.

2.2.1 Rails: Top and Fence Rails: 1/1/2” schedule 40 steel pipe, galvanized.

Do not provide top or bottom rails. The Guard relies on tension wire top and bottom for security measures.

2.3. Tension Wire: 7 gauge, galvanized, continuous. Install through line posts at top and pass beside line posts at bottom.

2.4. Gates: Rigid welded frames, diagonally braced three hinges per leaf. All new gates shall be a single or pair of swing-type leaves, size as shown. Gate leafs shall be diagonal braced and shall clear floor 2” nominal.

2.7 Gate Hardware: Provide hinges and lockable hardware as required for proper operation of all gates and to properly secure all fenced areas.

CHAIN LINK FENCING AND GATES 32 31 13

Project No. 216041 CBJTC Museum Warehouse Building

CFMO Project Number: 216041 BHA Project Number: 202301

32 31 13 - 2

3. EXECUTION:

3.1. New fencing and gates: Provide new fencing and gates as shown. Provide terminal post at each end. Allow no more than 6” clearance between terminal post and adjacent construction to prevent someone from squeezing around terminal post.

3.2. Removal of debris: Contractor shall remove all fencing components left over at the completion of the project, and dispose of properly off-site.

3.3. Installation:

3.3.1. Install framework, fabric, and accessories in accordance with ASTM F567 and manufacturer’s instruction.

3.3.2. Set terminal and post plumb in concrete footings with top of footing 6 inches below finish grade. Embed posts minimum 2 feet into concrete. Set vertical supports plumb on concrete in galvanized sleeve bolted to floor.

3.3.3. Stretch fabric between posts or at intervals of 100 feet maximum, whichever is less.

3.3.4. Position bottom of fabric one inch above finished grade, with barbs up.

3.3.5. Fasten fabric to line posts, braces, and bottom tension wire with galvanized steel wire ties maximum 15 inches on center.

3.3.6. Fasten fabric to end and corner posts with tension bars and tension bar clips.

3.3.7. Install top and bottom tension wire stretched taut between terminal posts. Weave tension wires through the fabric.

3.3.8. Brace each gate and corner post to adjacent line post with horizontal center brace tail and diagonal truss rods. Install brace tail, on bay from end and gate posts.

3.3.9. Install each gate leaf with fabric fence. Install anti-crash gate retainer at both ends of gate and inverted dual-grooved metal track (nom. 1 ½” high). Install all gates in openings created for this purpose. Gate hinges to be rigidly connected to posts.

Lockable hardware to be installed at swing side of each gate leaf as required.

3.4. Erection Tolerances:

3.4.1. Maximum variation from plumb: 1/4 inch.

3.4.2. Maximum offset from true position: one inch.

END OF SECTION

MOST

REMOTE

POINT

84'-0"

TRAVEL DISTANCE

34"

34"

F

A

B

1 2 3 4 5 6

X X X X X X X X X X X X X X

X X

X

X

X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X

X

X

X X

X X

X X

X

X X

X X

X X

X

X

X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X

X X

X X

X X

X X

X

X

X

X X

X

X

XX

X

X X

X X

X X

X

XFE

FE

A

B

F MOST

REMOTE

POINT

96'-0"

TRAVEL DISTANCE

A.1

A

A

B.1

C

B.1

B H

MECHANICAL /

ELECTRICAL

WAREHOUSE

SPACE

ARMS

ROOM

UNISEX

LATRINE

JANITOR

H

CHAIN LINK

FENCING AND

GATES

CHAIN LINK

FENCING AND

GATES

CHAIN LINK

FENCING AND

GATES

49'-10"

COMMON PATH OF TRAVEL

39'-9"

COMMON PATH OF TRAVEL

C.1

C.1

BUILDING ELEMENTS

PRIMARY STRUCTURAL FRAME

BEARING WALLS:

- EXTERIOR

- INTERIOR

NONBEARING WALLS & PARTITIONS:

- EXTERIOR ( > 30 FT. PROVIDED ALL SIDES)

- INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION, INCLUDING

SUPPORTING BEAMS & JOISTS

FBC TABLE 601

FIRE-RESISTANCE RATING REQUIREMENTS

FOR BUILDING ELEMENTS

TYPE IIB

0 HR

0 HR

0 HR

0 HR

0 HR

0 HR

0 HR

FIRE SEPARATION

DISTANCE

FBC TABLE 602

FIRE-RESISTANCE RATING REQUIREMENTS

FOR EXTERIOR WALLS

THIS PROJECT: TYPE IIIB CONSTRUCTION, GROUP S-1 OCCUPANCY,

GREATER THAN 30 FEET SEPARATION ALL SIDES

X < 5 FEET

5 FT. < X < 10 FT.

10 FT. < X < 30 FT.

X > 30 FT.

TYPE OF

CONSTRUCTION

ALL

TYPE III B

TYPE III B

ALL

OCCUPANCY

GROUP S-1

PROJECT CODE SUMMARY & INFORMATION:

DESCRIPTION:

NEW PRE-ENGINEERED METAL BUILDING FOR THE STORAGE OF CAMP BLANDING

MUSEUM PROPERTY. THE SINGLE-STORY STRUCTURE IS APPROXIMATELY 3,417

SQUARE FEET AND IS A NON-SPRINKLERED BUILDING.

CODE REFERENCES:

2020 FLORIDA BUILDING CODE (FBC)

2018 LIFE SAFETY CODE - NFPA 101:

CHAPTER 42, STORAGE OCCUPANCY

2020 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION

2020 FLORIDA FIRE PREVENTION CODE (FFPC)

2020 FLORIDA BUILDING CODE ENERGY EFFICIENCY

USE AND OCCUPANCY CLASSIFICATION:

FBC SECTION 302 & NFPA 101 - CHAPTER 6:

GROUP S-1, ORDINARY HAZARD STORAGE (FBC)

STORAGE, ORDINARY HAZARD (NFPA 101)

ALLOWABLE HEIGHT & STORIES ABOVE GRADE:

FBC TABLES 504.3a & 504.4:

BASED ON GROUP S-1 OCCUPANCY

MAX. # OF STORIES ACTUAL # OF STORIES

3 1

MAXIMUM BUILDING HEIGHT ACTUAL BUILDING HEIGHT

55' 19'-0"

ALLOWABLE BUILDING AREA:

FBC TABLE 506.2:

BASED ON GROUP S-1 OCCUPANCY

MAX. AREA ALLOWED ACTUAL AREA

17,500 SF PER STORY 3,417 SF

TYPE OF CONSTRUCTION - FBC CH. 6: TYPE IIIB

INTERIOR FINISHES CLASSIFICATIONS:

FBC TABLE 803.11:

GROUP S-1, NON-SPRINKLERED

INTERIOR EXIT STAIRWAYS, RAMPS, & PASSAGEWAYS: CLASS B

CORRIDORS AND ENCLOSURES FOR EXITS: CLASS B

ROOMS AND ENCLOSED SPACES: CLASS C

OCCUPANT LOAD:

FBC TABLE 1004.5, OCCUPANT LOAD:

WAREHOUSES 3,417 SF / 500 GSF PER OCCUPANT = 7 OCCUPANTS

NFPA 101 TABLE 7.3.1.2, OCCUPANT LOAD FACTOR:

STORAGE USE 3,417 SF / 500 GSF PER OCCUPANT = 7 OCCUPANTS

MEANS OF EGRESS SIZING:

FBC SECTION 1005:

EGRESS WIDTH REQUIRED: 7 OCCUPANTS AT 0.2" PER OCCUPANT = 1.4" (36" MIN.)

EGRESS WIDTH PROVIDED: 2 EXITS AT 34" PER EXIT = 68"

DEAD END CORRIDORS:

FBC SECTION 1020.4:

MAXIMUM LENGTH ALLOWED: 20 FEET

MAXIMUM LENGTH PROVIDED: NO DEAD ENDS PROVIDED

NFPA 101 TABLE 42.2.5:

MAXIMUM LENGTH ALLOWED: 50 FEET

MAXIMUM LENGTH PROVIDED: NO DEAD ENDS PROVIDED

COMMON PATH OF TRAVEL:

FBC TABLE 1006.2.1:

GROUP S-1, NON-SPRINKLERED (OL < 30)

MAXIMUM DISTANCE ALLOWED: 100 FEET

MAXIMUM DISTANCE PROVIDED: 49'-10"

NFPA 101 TABLE 42.2.5:

STORAGE USE, NON-SPRINKLERED

MAXIMUM DISTANCE ALLOWED: 50 FEET

MAXIMUM DISTANCE PROVIDED: 49'-10"

TRAVEL DISTANCE TO EXIT ACCESS:

FBC TABLE 1017.2:

GROUP S-1, NON-SPRINKLERED

MAXIMUM DISTANCE ALLOWED: 200 FEET

MAXIMUM DISTANCE PROVIDED: 96'-0"

NFPA 101 TABLE 42.2.6:

STORAGE USE, NON-SPRINKLERED

MAXIMUM DISTANCE ALLOWED: 200 FEET

MAXIMUM DISTANCE PROVIDED: 96'-0"

MINIMUM CORRIDOR WIDTH:

FBC SECTION 1020.2:

MINIMUM ALLOWED: 36 INCHES

WIDTH PROVIDED: NO CORRIDORS PROVIDED

MINIMUM NUMBER OF EXITS:

FBC 1006:

MINIMUM NUMBER REQUIRED: 2

NUMBER OF EXITS PROVIDED: 2

FIRE EXTINGUISHER LOCATIONS - NFPA 10:

FIRE EXTINGUISHERS TO BE LOCATED WITHIN 75 FT. TRAVEL DISTANCE. FIRE

EXTINGUISHER MOUNTING SHALL COMPLY WITH NFPA 10.

B

SCALE:

PARTITION THRU CEILING

4" METAL STUD

3/4" = 1'-0"

C

SCALE:

PARTITION THRU CEILING

6" METAL STUD

3/4" = 1'-0"

A

SCALE:

PARTITION TO STRUCTURE

4" METAL STUD

3/4" = 1'-0"

FLOOR FINISH & BASE AS

SCHEDULED EACH FACE

CONT. METAL STUD TRACK

CONT. METAL STUD

TRACK(PROVIDE BRACING TO

STRUCTURE AS REQUIRED

FOR RIGID CONDITION)

3 1/2" GLASS FIBER FRICTION

FIT ACOUSTICAL INSULATION.

EXTEND INSULATION FULL

HEIGHT OF STUDS

6" INCH METAL STUDS @ 24"

O.C. w/ (1) LAYER 5/8" GYP.

BD. EACH FACE

3/4" BACKING AND BLOCKING

FOR CABINETS, EQUIPMENT, &

FIXTURES. REFER TO PLANS

FOR LOCATIONS

FLOOR FINISH & BASE AS

SCHEDULED EACH FACE

CEILING AS

SCHEDULED

6" M

IN

CONT. METAL STUD TRACK

FLOOR FINISH & BASE AS

SCHEDULED EACH FACE

4" METAL STUDS

SPACED @ 24" O.C. w/ 3

1/2" THICK GLASS FIBER

BATT INSULATION

(1) LAYER 5/8" GYPSUM

EACH FACE

CONT. METAL STUD

TRACK

CEILING AS SCHEDULED

4" METAL STUDS SPACED

@ 24" O.C. w/ 3 1/2" THICK

GLASS FIBER BATT

INSULATION

(1) LAYER 5/8" GYPSUM

EACH FACE

PEMB

STRUCTURE

CEILING AS SCHEDULEDCEILING AS

SCHEDULED

6" M

IN

CONT. METAL STUD

TRACK(PROVIDE BRACING

TO STRUCTURE AS

REQUIRED FOR RIGID

CONDITION)

C.1

SCALE:

FURRING PARTITION

1-5/8" METAL STUD

3/4" = 1'-0"

FLOOR FINISH & BASE

AS SCHEDULED EACH

FACE

1-5/8" METAL STUDS

SPACED @ 24" O.C. w/

GLASS FIBER BATT

INSULATION

5/8" GYPSUM OVER

EXPANDED WIRE

MESH ON 1/2"

PLYWOOD

CONT. METAL STUD

TRACK

CEILING: SUSPENDED 5/8"

GYPSUM OVER

EXPANDED WIRE

MESH ON 1/2"

PLYWOOD

B.1

SCALE:

PARTITION TO STRUCTURE

6" METAL STUD

3/4" = 1'-0"

PEMB

STRUCTURE

A.1

SCALE:

PARTITION TO STRUCTURE

8" METAL STUD

3/4" = 1'-0"

EXTERIOR METAL

INSULATED WALL

PANEL

FLOOR FINISH & BASE

AS SCHEDULED EACH

FACE

8" METAL STUDS

SPACED @ 16" O.C. w/

GLASS FIBER BATT

INSULATION

5/8" GYPSUM OVER

EXPANDED WIRE MESH ON

1/2" PLYWOOD

CONT. METAL STUD

TRACK

PEMB

STRUCTURE

CEILING:

SUSPENDED 5/8" GYPSUM

OVER EXPANDED WIRE

MESH ON 1/2" PLYWOOD

5/8" GYPSUM ON

MTL. STUDS

INTERIOR OF

VAULT

CEILING:

SUSPENDED 5/8" GYPSUM

OVER EXPANDED WIRE

MESH ON 1/2" PLYWOOD

FLOOR FINISH & BASE

AS SCHEDULED EACH

FACE

8" METAL STUDS

SPACED @ 16" O.C. w/

GLASS FIBER BATT

INSULATION

5/8" GYPSUM OVER

EXPANDED WIRE MESH ON

1/2" PLYWOOD

CONT. METAL STUD

TRACK

INTERIOR OF

VAULT

INTERIOR OF

VAULT

'-0

FE

WALL MOUNTED FIRE EXTINGUISHER

MANUAL FIRE ALARM PULL STATION

EMERGENCY EXIT SIGN

AUDIO/VISUAL ALARM ( HORN / STROBE )H

F

LIFE SAFETY LEGEND

EMERGENCY LIGHT

TRAVEL DIST.

TRAVEL DISTANCE TO

AN EXIT

EMERGENCY EXIT SIGN WITH LIGHT

X DENOTES PARTITION WALL TYPE

LIFE SAFETY

PLAN

JKN

BS

LS100

SCALE:

LIFE SAFETY PLAN

LS100

1/4"= 1'-0"

D.B.

JOB NO.

C.B.

DATE

O R

A N

G E

P A

R K

F L

O R

ID

A

K

IN

G

S L

E Y

A V

E N

U E

S

U

IT

E C

L

IC

N

O

A A

C

P

H

(9

-1

F

L

S ta rk e, F

L

M U

S E

U M

W A

R E

H O

U S

E

C A

M P

B L

A N

D

IN

G J

O

IN

T

T R

A

IN

IN

G

C E

N T

E R

R E

V

IS

IO

N

S

04/28/2023

202301

Architect Brian

Sawyer AR0091953

License No.

AD

DE

ND

UM

/1

5/

A

B

1 2 3 4 5 6

FE

FE

A

B

1x4 PENDANT

MOUNTED LED LIGHT

FIXTURE, TYP. SEE

ELECTRICAL

DRAWINGS

1x4 PENDANT

MOUNTED LED

LIGHT FIXTURE, TYP.

EXPOSED STRUCTURE

ABOVE, TYP.

EXPOSED STRUCTURE

ABOVE, TYP.

WALL MOUNTED

LED LIGHT

FIXTURE, TYP.

SEE ELECTRICAL

DRAWINGS

PEMB STRUCTURE

ABOVE, TYP.

PEMB STRUCTURE

ABOVE, TYP.

PEMB STRUCTURE

ABOVE, TYP.

7'- 0"

EQ

UA

L

EQ

UA

L

4'-8"15'-8"

EXPOSED

STRUCTURE

ABOVE, TYP.

3'-4"6'-8"3'-4"

EQ

UA

L

EQ

UA

L

1x4 SUFRACE

MOUNTED LED

LIGHT FIXTURE, TYP.

1x4 SUFRACE MOUNTED LED LIGHT

FIXTURE, TYP. (CENTERED ON CEILING)

GWB CEILING ON SUSPENDED METAL

FRAMING

WALL MOUNTED

LED LIGHT

FIXTURE, TYP.

SEE ELECTRICAL

DRAWINGS

WALL MOUNTED LED

LIGHT FIXTURE, TYP. SEE

ELECTRICAL DRAWINGS

5'-6" 11'-0" 5'-6"7'- 4"

'-0

7'-

4"

MECHANICAL /

ELECTRICAL

WAREHOUSE

SPACE

ARMS

ROOM

UNISEX

LATRINE

JANITOR

GWB CLG.

EL: 10'-0"

GWB CLG.

EL: 10'-0"

GWB CLG.

EL: 10'-0"

1 1 A401 A401

A401

A401

D.S. D.S. D.S. D.S.

D.S. D.S. D.S. D.S.

WALL MOUNTED

LED LIGHT

FIXTURE, TYP.

SEE ELECTRICAL

DRAWINGS

WALL MOUNTED LED

LIGHT FIXTURE, TYP. SEE

ELECTRICAL DRAWINGS

WALL MOUNTED LED

LIGHT FIXTURE, TYP. SEE

ELECTRICAL DRAWINGS

5/8" GWB OVER

EXPANDED

METAL WIRE

MESH ON 1/2"

PLYWOOD ON

SUSPENDED

METAL FRAMING

A

B

1 2 3 4 5 6

X X X X X X X X X X X X X X

X X

X

X

X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X

X

X

X X

X X

X X

X

X X

X X

X X

X

X

X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X

X X

X X

X X

X X

X

X

X

X X

X

X

XX

X

X X

X X

X X

X

XFE

FE

A

B

MECHANICAL /

ELECTRICAL

WAREHOUSE

SPACE

ARMS

ROOM

UNISEX

LATRINE

JANITOR

104 104

105 101B

101A

CHAIN LINK FENCE

AND GATES (ABI #001)

CHAIN LINK FENCE

AND GATES (ABI #001)

CHAIN LINK FENCE

AND GATES (ABI #001)

285 SF

ARMS VAULT

SHLV. (NIC)

WH

8' HIGH METAL LINER

PANEL, TYP. AT

WAREHOUSE SPACE

8' HIGH METAL LINER

PANEL, TYP. AT

WAREHOUSE SPACE

8' HIGH METAL LINER

PANEL, TYP. AT

WAREHOUSE SPACE

4" 3000psi CONCRETE

PAD, TYP.

SEE STRUCTURAL

DRAWINGS

4" 3000psi

CONCRETE

PAD, TYP.

6" PIPE

BOLLARD,

PAINT. SEE DET.

11/A501

6" PIPE BOLLARD,

PAINT. SEE DET.

11/A501

10'x10' OVERHEAD

COILING DOOR WITH

ELECT. OPERATOR

110'-0"

22'-0" 22'-0" 22'-0" 22'-0" 22'-0"

'-0

HVAC SPLIT-FACE CMU

VENEER WAINSCOT,

ABI #002

SPLIT-FACE CMU

VENEER WAINSCOT,

ABI #002

SPLIT-FACE CMU

VENEER WAINSCOT,

ABI #002

SPLIT-FACE

CMU VENEER

WAINSCOT,

ABI #002

WALL MOUNTED

LED LIGHT

FIXTURE ABOVE

WALL MOUNTED

LED LIGHT

FIXTURE ABOVE.

SEE ELECGRICAL

DRAWINGS

WALL MOUNTED LED LIGHT

FIXTURE ABOVE.

SEE ELECTRICAL DRAWINGS

8" 3" 13'-4" 7'-0" 9"

8" 3"

'-3

'-1 1"

3" 8"

8" 3"

19'-10 7/8" 1'-2 1/8"

8" 3"

5'- 3"

8'- 0"

4'-5" 6'-4" 12'-3" 3'-4"

3'- 4"

3'- 4"

3'- 4"

'-0

FD

A301

A301

A301

A301

1 1 A401 A401

A401

A401 5'- 0"

29'-4"

5'-0" 2'- 6"

'-0

D.S. D.S. D.S. D.S.

D.S. D.S. D.S. D.S.

EQ. EQ. EQ.

A.1

A

A

B.1

C

B.1

X

NOTE:

DENOTES PARTITION WALL TYPE. SEE

SHEET LS100 FOR MORE DETAILED

INFORMATION

DENOTES DOOR NUMBER. SEE SHEET A501

FOR DOOR SCHEDULE

XXX

B

FD

WALL MOUNTED LED

LIGHT FIXTURE, TYP. SEE

ELECTRICAL DRAWINGS

WALL MOUNTED

LED LIGHT

FIXTURE, TYP.

SEE ELECTRICAL

DRAWINGS

WALL MOUNTED LED

LIGHT FIXTURE, TYP. SEE

ELECTRICAL DRAWINGS

HOSE BIBB,

SEE PLUMBING

DRAWINGS

HOSE BIBB,

SEE PLUMBING

DRAWINGS

C.1

C.1

ARMS ROOM

VAULT DOOR

(EXISTING VAULT DOOR BY

OWNER - REPAIR AS

REQUIRED FOR PROPER

OPERATION, RESTORE

FINISH TO PAINT FINISH)

FLOOR

AND CEILING

PLANS

JKN

BS

A101

D.B.

JOB NO.

C.B.

DATE

O R

A N

G E

P A

R

O R

ID

A

K

IN

G

S L

E Y

A V

E N

U E

S

U

IT

E C

L

IC

N

O

A A

C

P

H

(9

-1

F

L

S ta rk e, F

L

M U

S E

U M

W A

R E

H O

U S

E

C A

M P

B L

A N

D

IN

G J

O

IN

T

T R

A

IN

IN

G

C E

N T

E R

R E

V

IS

IO

N

S

04/28/2023

202301

Architect Brian

Sawyer AR0091953

License No.

N O

RTH

SCALE:

FLOOR PLAN - PROPOSED

A101

1/4" = 1'-0"

SCALE:

REFLECTED CEILING PLAN - PROPOSED

A101

1/4" = 1'-0"

N O

RTH

AD

DE

ND

UM

/1

5/

EL. 0'-0"

T.O. SLAB

A402

5 4 2

NEW PENDANT LIGHT

FIXTURE MOUNTED TO

RIGID FRAME, TYP. - SEE

CEILING PLANS

STORAGE STORAGE

STORAGE

6 1.03

HI-LOW

WATER COOLER

CONCRETE

SLAB AND

FOOTINGS, SEE

STRUCTURAL

5/8" GWB ON 3-5/8"

MTL. FRAME

A402

'-0

A402

6'-6"

CLEAR

UNISEX

LATRINE

MECHANICAL/

ELECTRICAL

'-0

'-0

CHAIN LINK FENCING AND

GATES (ABI# 001)

A401

A401

EXISTING CONCRETE

SLAB, TO REMAIN

NEW SLAB OVER 10 MIL.

VAPOR BARRIER ON

COMPACTED FILL OR

SAND. SEE STRUCTURAL

DRAWINGS

'-0

'-0

B A

'-0

A402

A402

'-0

7'-7"

CLEAR

7'-0"

JANITOR

UNISEX

LATRINE

ARMS

ROOM AND VAULT

1'X4' SURFACE

MOUNTED LED LIGHT

FIXTURE, TYP.

A401

A401

EXISTING CONCRETE

SLAB, TO REMAIN

NEW SLAB . SEE

STRUCTURAL DRAWINGS

7'-0"

'-0

'-0

B A

'-0

A402

A401

'-0

7'-0"

JANITOR

UNISEX

LATRINE

1'X4' SURFACE

MOUNTED LED LIGHT

FIXTURE, TYP.

A401

A401

ARMS

ROOM AND VAULT

EXISTING CONCRETE

SLAB, TO REMAIN

NEW SLAB . SEE

STRUCTURAL DRAWINGS

5/8" GWB ON

3-5/8" MTL.

FRAME

5/8" GWB ON 1-5/8"

MTL. FRAME

JANITOR

PRE-ENGINEERED METAL STANDING

SEAM ROOF OVER PURLINS, BY

PRE-ENGINEERED METAL BUILDING

MANUFACTURER

CONTINUOUS

GUTTER SYSTEM

NOTE:

FOOTINGS AND SLAB ARE

SHOWN FOR GRAPHIC

PURPOSES ONLY. REFER TO

STRUCTURAL FOR NEW SLAB

AND FOOTING INFORMATION.

A

1'x4' SURFACE

MOUNTED LED

LIGHT FIXTURE,

TYP.

PRE-FINISHED PEMB

METAL WALL PANEL

CONT. 1-1/2" RIGID

INSULATION (R-7 MIN).

PEMB WALL GIRTS

CONCRETE SPLASH

BLOCK AT ALL

DOWNSPOUTS

4"x4" METAL

DOWNSPOUT

RIGID FRAME PER

PEMB SYSTEM

ROOF INSULATION

SYSTEM, SIMPLE

SAVER OR EQUAL

VINYL WRAPPED

BLANKET INSULATION

BY PEMB

MANUFACTURER

NEW CONCRETE SLAB OVER

10 MIL. VAPOR BARRIER ON

COMPACTED FILL OR SAND.

SEE STRUCTURAL DRAWNGS

EXISTING SLAB, TO

REMAIN

BUILDING

SECTIONS

BASE BID &

ABI #002

JKN

BS

A401

D.B.

JOB NO.

C.B.

DATE

O R

A N

G E

P A

R

O R

ID

A

K

IN

G

S L

E Y

A V

E N

U E

S

U

IT

E C

L

IC

N

O

A A

C

P

H

(9

-1

F

L

S ta rk e, F

L

M U

S E

U M

W A

R E

H O

U S

E

C A

M P

B L

A N

D

IN

G J

O

IN

T

T R

A

IN

IN

G

C E

N T

E R

R E

V

IS

IO

N

S

04/28/2023

202301

Architect Brian

Sawyer AR0091953

License No.

SCALE:

BUILDING SECTION (ABI #002)

A401

1/4"= 1'-0"

SCALE:

BUILDING SECTION - (ABI #002)

A401

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

BUILDING SECTION - (BASE BID)

A401

1/4"= 1'-0"

SCALE:

WALL SECTION - (BASE BID)

A401

3/4"= 1'-0"

AD

DE

ND

UM

/1

5/

NOTE:

FOOTINGS AND SLAB ARE

SHOWN FOR GRAPHIC

PURPOSES ONLY. REFER TO

STRUCTURAL FOR NEW SLAB

AND FOOTING INFORMATION.

5/8" GWB ON

3-5/8" MTL.

FRAMING

UNISEX

LATRINE

1'x4' SURFACE

MOUNTED LED

LIGHT FIXTURE,

TYP.

'-0

NOTE:

SEE SHEET A501 FOR

INTERIOR ELEVATIONS

NEW CONCRETE SLAB

OVER 10 MIL. VAPOR

BARRIER ON COMPACTED

FILL OR SAND. SEE

STRUCTURAL DRAWINGS

PRE-ENGINEERED METAL STANDING

SEAM ROOF OVER PURLINS, BY

PRE-ENGINEERED METAL BUILDING

MANUFACTURER

EXISTING SLAB,

TO REMAIN.

RIGID INSULATION

SYSTEM, SIMPLE

SAVER OR EQUAL

A A201

ARMS

ROOM

5/8" GWB OVER

EXPANDED WIRE

MESH ON 12"

PLYWOOD OVER 6"

MTL. FRAMING

5/8" GWB OVER

EXPANDED WIRE

MESH ON 12"

PLYWOOD OVER

3-5/8"" MTL. FRAMING

PRE-ENGINEERED METAL STANDING

SEAM ROOF OVER PURLINS, BY

PRE-ENGINEERED METAL BUILDING

MANUFACTURER

PEMB WALL

GIRTS

PEMB METAL WALL

PANEL

NEW CONCRETE SLAB

OVER 10 MIL. VAPOR

BARRIER ON COMPACTED

FILL OR SAND. SEE

STRUCTURAL DRAWINGS

'-0

T.

O.

R

ID

GE

T.O.S 0' - 0"

CONCRETE FOOTING OVER

COMPACTED FILL

SEE STRUCTURAL

NOTE:

FOOTINGS AND SLAB ARE

SHOWN FOR GRAPHIC

PURPOSES ONLY. REFER TO

STRUCTURAL FOR NEW SLAB

AND FOOTING INFORMATION.

METAL LINER PANEL

OVER WALL GIRTS

PRE-CAST

CONCRETE COPING

(AB #002)

SPLIT FACE CMU

VENEER (ABI #002)

WAREHOUSE

SPACE

8'- 0"

EXISTING SLAB,

TO REMAIN.

VINYL WRAPPED

BLANKET INSULATION

BY PEMB

MANUFACTURER

A501

A501

C A201

RIGID INSULATION

SYSTEM, SIMPLE

SAVER OR EQUAL

1-1/2" CONT. RIGID

INSULATION (R-7. MIN)

'-0

PRE-ENGINEERED METAL STANDING

SEAM ROOF OVER PURLINS, BY

PRE-ENGINEERED METAL BUILDING

MANUFACTURER

5/8" GWB ON 3-5/8"

MTL. FRAME

CONCRETE FOOTING OVER

COMPACTED FILL

SEE STRUCTURAL

NOTE:

SEE SHEET A501 FOR

INTERIOR ELEVATIONS

HI-LOW ELECTRIC

WATER COOLER

UNISEX

LATRINE

5/8" GWB ON

3-5/8" MTL.

FRAME

NEW CONCRETE SLAB

OVER 10 MIL. VAPOR

BARRIER ON

COMPACTED FILL OR

SAND. SEE

STRUCTURAL

DRAWINGS

EXISTING SLAB,

TO REMAIN.

RIGID INSULATION

SYSTEM, SIMPLE

SAVER OR EQUAL

NOTE:

FOOTINGS AND SLAB ARE

SHOWN FOR GRAPHIC

PURPOSES ONLY. REFER TO

STRUCTURAL FOR NEW SLAB

AND FOOTING INFORMATION.

MECHANICAL/

ELECTRICAL

PRE-ENGINEERED METAL STANDING

SEAM ROOF OVER PURLINS, BY

PRE-ENGINEERED METAL BUILDING

MANUFACTURER

PEMB WALL GIRTS

PEMB METAL WALL

PANEL

'-0

T.

O.

R

ID

GE

PRE-CAST

CONCRETE COPING

(ABI #002)

SPLIT FACE CMU

VENEER (ABI #002)

8'- 0"

T.O FURRED

WALL

NEW CONCRETE SLAB

OVER 10 MIL. VAPOR

BARRIER ON COMPACTED

FILL OR SAND. SEE

STRUCTURAL DRAWINGS

EXISTING SLAB,

TO REMAIN.

VINYL WRAPPED

BLANKET INSULATION

BY PEMB

MANUFACTURER

RIGID INSULATION

SYSTEM, SIMPLE

SAVER OR EQUAL

A501

A501

C A201

1-1/2" CONT. RIGID

INSULATION (R-7. MIN)

5/8" GWB ON

3-5/8" MTL.

FRAME

5/8" GWB ON 1-5/8"

MTL. FRAME

JANITOR

PRE-ENGINEERED METAL STANDING

SEAM ROOF OVER PURLINS, BY

PRE-ENGINEERED METAL BUILDING

MANUFACTURER

PEMB WALL GIRTS

PEMB METAL WALL

PANEL

PRE-CAST

CONCRETE COPING

(ABI #002)

CONTINUOUS 6"x6"

METAL GUTTER

NOTE:

FOOTINGS AND SLAB ARE

SHOWN FOR GRAPHIC

PURPOSES ONLY. REFER TO

STRUCTURAL FOR NEW SLAB

AND FOOTING INFORMATION.

PRE-CAST

CONCRETE

SPLASH

BLOCK AT

EA.

DOWNSPOUT

SPLIT FACE CMU

VENEER (ABI #002)

4"x4" METAL

DOWNSPOUT

A

1'x4' SURFACE

MOUNTED LED

LIGHT FIXTURE,

TYP.

NEW CONCRETE SLAB

OVER 10 MIL. VAPOR

BARRIER ON COMPACTED

FILL OR SAND. SEE

STRUCTURAL DRAWINGS

EXISTING SLAB,

TO REMAIN.

VINYL WRAPPED

BLANKET INSULATION

BY PEMB

MANUFACTURER

RIGID INSULATION

SYSTEM, SIMPLE

SAVER OR EQUAL

A501

A501

1-1/2" CONT. RIGID

INSULATION (R-7. MIN)

B A201

WALL SECTIONS

BASE BID

AND

ABI #002

JKN

BS

A402

D.B.

JOB NO.

C.B.

DATE

O R

A N

G E

P A

R

O R

ID

A

K

IN

G

S L

E Y

A V

E N

U E

S

U

IT

E C

L

IC

N

O

A A

C

P

H

(9

-1

F

L

S ta rk e, F

L

M U

S E

U M

W A

R E

H O

U S

E

C A

M P

B L

A N

D

IN

G J

O

IN

T

T R

A

IN

IN

G

C E

N T

E R

R E

V

IS

IO

N

S

04/28/2023

202301

Architect Brian

Sawyer AR0091953

License No.

SCALE:

WALL SECTION - (ABI #002)

A402

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

WALL SECTION

A402

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

WALL SECTION - (ABI #002)

A402

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

WALL SECTION

A402

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

WALL SECTION - (ABI #002)

A402

3/4"= 1'-0"

AD

DE

ND

UM

/1

5/

MARK

REMARKSFLOOR BASE WALL

ROOM FINISH SCHEDULE

ROOM NAME QU

AR

RY

T

ILE

VI

NY

L C

OM

P

TI

LE

SE

AL

ED

C

ON

CR

ET

E

RU

BB

ER

NO

NE

(C

MU

QU

AR

RY

T

ILE

PA

IN

T

ON

C

MU

(A

BI

#0

PA

IN

T

ON

G

YP

B D

EP

OX

Y

PA

IN

T

ON

G

YP

. B

D

PE

MB

PA

IN

TE

D

GY

P

BD

ST

EE

L S

TR

. A

BO

VE

GY

P

BD

S

OF

FI

T

- - 1 2 3 4 5 6 7 8 9 10 11 12 13

CEILING

3 5

3 5

2 4 9

3 5 9

DOOR OPENING SIZEMA

RK

W H THK TY

PE

MA

T'L

FI

NI

SH

TY

PE

MA

T'L

FI

NI

SH

JA

MB

T'H

OL

D

HE

AD

HA

RD

W R

SE

T

UN

DE

RC

UT

GL

AZ

IN

G

RA

TI

NG

(H

R)

ROOM NAME

REMARKS

DOOR DETAILSFRAME

DOOR SCHEDULE

101 3'-0" 7'-0" 1 3/4" F HM1HM HM PT - - WAREHOUSE SPACE-

102 - - - - --

ON SHEET 1A11.1

ARMS ROOM

103 3'-0" 7'-0" HM UNISEX LATRINE1 3/4" - -1"

104 14'-0" 10'-0" 1 3/4" HM - --

105 3'-0" PAIR 7'-0" 1 3/4" HM - --

JANITOR

MECHANICAL/ ELECT.

WAREHOUSE SPACE

ARMS ROOM

UNISEX LATRINE

JANITOR

MECHANICAL/ ELECTRICAL

101A 10'-0" 10'-0" - OHC MTL - MTL FF

101B 3'-0" 7'-0" 1 3/4" HM PT - - WAREHOUSE SPACE-

5 8 12

HM

HM

HM

HM

3/A501 4&8/A501 7/A501

3/A501 7/A501

3/A501 4/A501 7/A501

1/A501 2/A501 -

SEE SPECS. FOR HARDWARE SET

SEE SPECS. FOR HARDWARE SET

SEE SPECS. FOR HARDWARE SET

SEE SPECS. FOR HARDWARE SET

SEE SPECS. FOR HARDWARE SET

WAREHOUSE SPACE

8/A501 9/A501 8/A501

5/A501 5/A501 6/A501 5/A501 5/A501 6/A501

HM - HOLOW METAL

MTL - METAL

PT - PAINT

FF - FACTORY FINISH

PT

PT

PT

PTPT

PT

PT

PT

PT

PT

5 10 PROVIDE METAL LINER PANEL TO 8'-0" A.F.F

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION

F

F F F

HM1

HM1

HM1

HM2

4&8/A501

EXISTING REFURBISHED MTL MTL

DOOR AND FRAME

INTERIOR ELEVATIONS

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

1032 UNISEX LATRINE

TOILET ACCESSORY LEGEND

MARK DESCRIPTION NUMBER MANF. / REMARKS

GB-1 42" GRAB BAR B-6806 x 42 BOBRICK GB-2 36" GRAB BAR B-6806 x 36 BOBRICK M-1 24" x 36" MIRROR (H/C) B-165-2436 BOBRICK M-2 54" x 36" MIRROR B-165-5436 BOBRICK

PT-1 PAPER TOWEL DISPENSER B-262 BOBRICK

SD-1 SOAP DISPENSER B-2112 BOBRICK

TD-1 TOILET TISSUE DISPENSER B-2888 or B-386 BOBRICK

EWC ELECTRICAL WATER COOLER (SINGLE) EZS8L ELKAY

NOTE: MANUFACTURER/ MODEL NUMBER INFORMATION IS BASIS OF DESIGN. SEE SPECS

FOR ADDITIONAL INFORMATION AS APPLIES.

1031 UNISEX LATRINE

1'- 2"

1'-6"

2'-

3'- 4"

1'-5"

9'- 0"

SE

E

SC

HE

DU

LE

6"3'-6"

2'-

3'-0"

1'- 6" 2'-

PT-1

M-1

SD-1

H/C

GB-2GB-1

TP-1

GB-1

TP-1

1'- 6"

HM1

HOLLOW METAL

2" 2"

DR

O

PE

NI

NG

FRAME TYPES

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

F

FLUSH

2"

DR W.

OHC

OVERHEAD COILING

EXTERIOR

DOOR TYPES

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

10'-0"

'-0

2" 2"

DR

O

PE

NI

NG

2"

DR W.

(SINGLE LEAF)

HM2

HOLLOW METAL

(DOUBLE LEAF)

FR

AM

E

HE

IG

HT

JAMB OPENING

FRAME WIDTH

JA

M

B

OP

EN

IN

G

V

VAULT

PREF-FINISHED 'J'

TRIM

PRE-FINISHED METAL

WALL PANEL

DOOR AND FRAME,

AS SCHEDULED

PREF-FINISHED 'J'

TRIM

PRE-FINISHED

METAL WALL

PANEL LINER

WALL PANEL

CLOSURE STRIP

CONTINUOUS SEALANT AND

BACKER ROD (BOTH SIDES

OF DOOR FRAME)

PRE-FINISHED METAL

WALL PANEL

WALL PANEL

CLOSURE STRIP

PRE-FINISHED TRIM

WITH DRIP EDGE

CONTINUOUS SEALANT

AND BACKER ROD (BOTH

SIDES OF DOOR FRAME)

DOOR, AS SCHEDULED

PRE-FINISHED

METAL WALL

PANEL LINER

'C' GIRT

OVERHEAD COILING

DOOR ASSEMBLY

7/8"

2"

PREF-FINISHED 'J'

TRIM

PRE-FINISHED METAL

WALL PANEL

PRE-FINISHED

METAL WALL

PANEL LINER

WALL PANEL

CLOSURE STRIP

WEATHERSEAL

PRE-FINISHED

METAL WALL

PANEL

WALL PANEL

CLOSURE STRIP

WEATHERSEAL

OVERHEAD DOOR

W/ ELECTRIC

HOIST OPERATOR

SYSTEM

2"

FULLY GROUTED

CELL WITH

REINFORCING PER

STRUCT. DWGS.

CAULK AT

PERIMETER OF

FRAME (BOTH

SIDES)

HOLLOW METAL

FRAME - GROUT

SOLID, PAINT (ALIGN

WITH FACE OF CMU)

8" CMU WALL

HOLLOW METAL DOOR,

SEE SCHEDULE

(3) MASONRY

ANCHORS PER JAMB

IN FILLED CELL

PRE-FINISHED

METAL WALL

PANEL LINER

INTERIOR

SPLIT FACE CMU

VENEER

CAULK AT

PERIMETER OF

FRAME (BOTH

SIDES)

H.M. FRAME WITH 3

ANCHORS EACH

SIDE

3 5/8" U.O.N.

METAL STUDS WITH

5/8" GYP. BD. BOTH

SIDES CAULK ALL SIDES

TYPICAL AT INTERIOR STUD WALL

H.M. DOOR, SEE

SCHEDULE

H.M. FRAME

BEYOND, PAINT

DOOR, SEE

SCHEDULETHRESHOLD

FLOOR, SEE

SCHEDULE

INTERIOR

EXTERIOR H.M FRAME

CONCRETE SLAB

H.M DOOR

THRESHOLD

SET IN

SEALANT

18" DIA.

3'- 0"

4'- 0"

CONC. WASH

6" DIA. STEEL PIPE

(FILL SOLID W/

CONC.) (PAINTED)

CONC. PIER

FOOTING

6" CONC. SLAB (SEE

PLAN FOR INFO.)

4"x4" METAL DOWNSPOUT

PRE-CAST

CONCRETE

SPLASH BLOCK

4" SPLIT FACE BRICK W/

GALVANIZED TIES AT 16"

O.C (ABI #002)

WALL FLASHING

6"

FULLY GROUT

BELOW GRADE

10 MIL. VAPOR

BARRIER

FINISH GRADE

PEMB RIGID

FRAME

BEYOND

8" CMU WAINSCOT

W/ CELLS FULLY

GROUTED (ABI #002)

5/8" GWB ON

1-5/8" MTL.

FRAME

4"x4" METAL DOWNSPOUT

4" SPLIT FACE BRICK W/

GALVANIZED TIES AT 16"

O.C (ABI #002)

PRE-CAST CONCRETE

COPING (ABI #002)

8" CMU WAINSCOT

W/ CELLS FULLY

GROUTED (ABI #002)

5/8" GWB ON

1-5/8" MTL.

FRAME

VINYL

WRAPPED

BLANKET

INSULATION BY

PEMB MANUF.

'C' WALL GIRT

BY PEMB

MANUF.

1-1/2" CONT. RIGID

INSULATION (R-7, MIN)

PRE-FINISHED PEMB METAL

WALL PANEL

METAL CLOSURE PANEL BY

PEMB MANUF.

INTERIOR OF VAULT

ROOM

5/8" GWB OVER

EXPANDED WIRE

MESH

1/2" PLYWOOD OVER

8" METAL FRAME

METAL STUD

JAMB

FRAMING. SEE

STRUCTURAL.

5/8" GWB OVER 8"

METAL FRAME

EXISTING VAULT DOOR AND FRAME

INTERIOR OF VAULT

ROOM

METAL STUD HEAD

FRAMING, SEE

STRUCTURAL

5/8" GWB OVER 8"

METAL FRAME

5/8" GWB OVER

EXPANDED WIRE

MESH

1/2" PLYWOOD

OVER 8" METAL

FRAME

EX

IS

TI

NG

D

OO

R

AN

D

FR

AM

E

D.B.

JOB NO.

C.B.

DATE

O R

A N

G E

P A

R

O R

ID

A

K

IN

G

S L

E Y

A V

E N

U E

S

U

IT

E C

L

IC

N

O

A A

C

P

H

(9

-1

F

L

S ta rk e, F

L

M U

S E

U M

W A

R E

H O

U S

E

C A

M P

B L

A N

D

IN

G J

O

IN

T

T R

A

IN

IN

G

C E

N T

E R

R E

V

IS

IO

N

S

04/28/2023

202301

Architect Brian

Sawyer AR0091953

License No.

INTERIOR

ELEVATIONS

SCHEDULES AND

DETAILS

JKN

BS

A501

SCALE:

OHC HEAD DETAIL

A501

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

OHC JAMB DETAIL

A501

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

SCALE:

H.M DOOR HEAD DETAIL

A501

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

H.M DOOR JAMB DETAIL

A501

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

SCALE:

H.M DOOR JAMB DETAIL - (ABI #002)

A501

3" = 1'-0"

SCALE:

H.M DOOR HEAD/JAMB DETAIL

A501

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

SCALE:

INT. DOOR THRESHOLD

A501

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

EXT. DOOR THRESHOLD

A501

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

SCALE:

BOLLARD

A501

3/8" = 1'-0"

SCALE:

H.M DOOR JAMB DETAIL - (ABI #002)

A501

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

SCALE:

H.M DOOR JAMB DETAIL - (ABI #002)

A501

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

SCALE:

VAULT DOOR SECTION

A501

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

VAULT DOOR JAMB

A501

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

AD

DE

ND

UM

/1

5/

B

X

X

X

X

X

X

X

X

X

X

X

FE

FE

A

B

AVE. B

ST.

AUGUSTIN

E ST.

CAMP BLANDING

NEW MUSEUM

WAREHOUSE

EXISTING STORAGE

CONTAINERS,

TO REMAIN

SEE CIVIL

±27'-0"SEE CIVIL

±45 '-0"

ARCHITECTURAL

SITE PLAN

JKN

BS

A100

SCALE:

ARCHITECTURAL SITE PLAN

A100

1/32"=1'-0"

N O

R T

H

D.B.

JOB NO.

C.B.

DATE

O R

A N

G E

P A

R

O R

ID

A

K

IN

G

S L

E Y

A V

E N

U E

S

U

IT

E C

L

IC

N

O

A A

C

P

H

(9

-1

F

L

S ta rk e, F

L

M U

S E

U M

W A

R E

H O

U S

E

C A

M P

B L

A N

D

IN

G J

O

IN

T

T R

A

IN

IN

G

C E

N T

E R

R E

V

IS

IO

N

S

04/28/2023

202301

Architect Brian

Sawyer AR0091953

License No.

CIVIL CONSTRUCTION DRAWINGS ARE PENDING COMPLETION OF

SURVEY AND INFORMATION ON EXISTING UTILITIES. THE FOLLOWING

SITE RELATED SCOPE OF WORK SHOULD BE INCLUDED IN BID:

1. FURNISH AND INSTALL 500 LF OF SILT FENCE AROUND THE AREA OF

CONSTRUCTION.

2. DEMOLISH AND DISPOSE OF EXISTING FRAME BUILDING IN AREA OF WORK.

3. REMOVE AND DISPOSE OF TREE IN AREA OF WORK.

4. STRIP AREA WITHIN 20 FT OF NEW BUILDING.

5. DEMOLISH PORTIONS OF EXISTING CONCRETE SLAB AND CURBING REQUIRED FOR

CONSTRUCTION OF NEW FOUNDATIONS AND UTILITIES.

6. CAP/TERMINATE ANY ENCOUNTERED EXISTING UTILITY IN AN APPROVED MANNER.

7. OVER EXCAVATE ANY AREAS OF ORGANIC MATERIAL IN THE AREA OF PROPOSED

CONSTRUCTION .

8. REPLACE ANY OVER EXCAVATED AREAS AND BRING SITE TO GRADE WITH

IMPORTED STRUCTURAL FILL; STRUCTURAL FILL SHALL BE GRANULAR MATERIAL

COMPACTED IN MAXIMUM 6" LIFTS TO 98% ASTM D1557.

9. FURNISH AND INSTALL NEW 1" WATER SERVICE INCLUDING:

300 LF OF 1" HDPE DR9 PIPE BLUE COLOR WITH LOCATE WIRE

1" REDUCED PRESSURE BACKFLOW PREVENTER

1"X10" TAPPING SADDLE AND CURB STOP

10. FURNISH AND INSTALL NEW 6" GRAVITY SEWER SERVICE INCLUDING:

300 LF OF 6" PVC SDR26 GREEN COLOR WITH LOCATE WIRE. INSTALL PIPE PER

TYPE B BEDDING UNLESS SOIL CONDITIONS WARRANT TYPE A BEDDING AS

DETERMINED BY THE UTILITY INSPECTOR.

(3) CLEANOUTS

CORE AND CONNECTION INTO EXISTING MANHOLE

11. COMPACT ALL FOUNDATION AREAS; SUPPORTING SOIL SHALL EXHIBIT A MINIMUM

DENSITY OF 98% ASTM D1557 WITHIN A MINIMUM 12" DEPTH BELOW FOUNDATION

BEARING LEVEL.

12. FINAL GRADING OF SITE WITHIN 20 FT OF NEW BUILDING PER FINAL GRADING PLAN.

GRADE AROUND PERIMETER SHALL BE MINIMUM 8" BELOW FINISHED FLOOR; SITE

GRADING SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING PERIMETER AT

MIN 2% FOR A MINIMUM OF 10 FT.

13. INSTALL CONCRETE SPLASH PADS AT GUTTER DOWNSPOUTS.

14. STABILIZE ALL DISTURBED AREAS WITH HYDROSEED.

15. AS-BUILT SURVEY PREPARATION OF ALL SITE AND UTILITY IMPROVEMENTS.

AD

DE

ND

UM

/1

5/

DESIGN PRESSURES FOR ROOF COMPONENTS & CLADDING (PSF)

10 SF

DESIGN PRESSURES FOR COMPONENTS & CLADDING NOTES:

1. PRESSURES LISTED ARE BASED ON ASCE 7-16.

2. PRESSURES LISTED ARE UNFACTORED (1.0W). MULTIPLY TABLE VALUES BY 0.6 FOR

ALLOWABLE STRESS (ASD) PRESSURES.

20 SF

50 SF

100 SF

200 SF

500 SF

EFFECTIVE

AREA (+) ALL (-)1(-)2e (-)2n(-)2r(-)3e (-)3r

ROOF ZONE

-67 -67 -43 -21 -21 -21

-98 -86 -79 -55 -40 -37

-116 -98 -79

-61 -61 -61

(+)4 (+)5

(-)4 -36 -34 -32 -31 -29 -27

(-)5 -44 -41 -37 -34 -31 -27

WALL ZONE

3' -0

3'-0"

3' -0

3'

-0

3' -0

3'-0"

2e

2e

2r

2r

3e

3e3e

3e

3r

2n

2n2n

2n

3r

5 54

NOT TO SCALE

WIND DESIGN PRESSURES FOR COMPONENTS & CLADDING DIAGRAM3

VICINITY MAP1

LOCATION MAP2

PROJECT ADDRESS:

5629 FLORIDA STATE ROAD - 16 W

STARKE, FLORIDA 32091

D.B.

JOB NO.

C.B.

DATE

O R

A N

G E

P A

R K

F

L O

R

ID

A

K

IN

G

SL

E Y

A V

E N

U E

, S U

IT

E

C L

IC

. N

O . A

A C

PH

4)

-1

F L

- 1

#3

St ar ke

, F L

M U

SE

U

M W

A R

E H

O U

SE

C

A M

P B

L A

N D

IN

G

J O

IN

T

T R

A

IN

IN

G

C E

N T

E R

R E

V

IS

IO

N

S

04/27/2023

202301

Engineer John P.

Grady, P.E., S.E 69322

License No.

ST

RU

CT

UR

ES

IN

TE

RN

AT

ION

AL

, L

LC

NO

T F

OR

CO

NS

TR

UC

TIO

N

B

ID

A

D D

E N

D U

M

/1 6/

1.0 ENGINEERING SCOPE:

1.0.1 THE SCOPE OF ENGINEERING FOR WHICH THIS ENGINEER OF RECORD (EOR) WAS IN

RESPONSIBLE CHARGE OF WAS LIMITED TO THE FOLLOWING:

A. FOUNDATION DESIGN FOR THE NEW PRE-ENGINEERED METAL BUILDING (PEMB).

B. INTERIOR LIGHT GAUGE FRAMED WALLS SHOWN ON SHEET S100.

1.0.2 THE SCOPE OF ENGINEERING FOR WHICH THIS EOR WAS IN RESPONSIBLE CHARGE

SPECIFICALLY EXCLUDES:

ANALYSIS OF SAFETY OF STRUCTURE DURING TEMPORARY CONSTRUCTION

STAGES.

DESIGN OF TEMPORARY SHORING AND OR BRACING.

ENGINEERING SCOPES OF WORK DELEGATED IN SECTION 1.1.

1.0.3 THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE EOR ANY STRUCTURAL

ENGINEERING SCOPES OF WORK NOT SPECIFICALLY ADDRESSED IN THE PROJECT

CONSTRUCTION DOCUMENTS PRIOR TO PROCUREMENT OF MATERIALS, FABRICATION

AND OR CONSTRUCTION.

1.1 DELEGATED ENGINEERING SCOPE:

THE SCOPE OF ENGINEERING FOR THIS PROJECT WHICH THE THE BUILDING EOR HAS DESIGNATED

AS A DELEGATED ENGINEERING SCOPE TO BE COMPLETED BY ANOTHER LICENSED ENGINEER

INCLUDES THE FOLLOWING:

1.1.1 PRE-ENGINEEERED METAL BUILDING SYSTEM.

1.2 GENERAL LIMITATIONS:

TO THE BEST OF THE EOR'S BELIEF AND KNOWLEDGE THESE DOCUMENTS HAVE BEEN PREPARED IN

ACCORDANCE WITH COMMONLY ACCEPTED STANDARDS OF CARE FOR CONSULTING STRUCTURAL

ENGINEERING, BUT IN NO WAY DO THEY CONSTITUTE A GUARANTEE OR WARRANTY OF ANY KIND.

1.3 NOTIFICATIONS TO THE OWNER:

1.3.1 STRUCTURE USE AND MODIFICATIONS:

THIS STRUCTURE HAS BEEN DESIGNED FOR THE ANTICIPATED LISTED STRUCTURAL

LOADINGS KNOWN AT THE TIME OF DESIGN AS LISTED IN THESE DRAWINGS. IT IS

INCUMBENT OF THE STRUCTURE OWNER TO ENGAGE THE SERVICES OF A STRUCTURAL

ENGINEER IN THE EVENT OF ANY PROPOSED CHANGE IN USE, CHANGE IN LOADING, NEW

CONCENTRATED LOADINGS, AND/OR WHEN MODIFICATIONS TO THE STRUCTURE ARE

PROPOSED.

1.3.2 STRUCTURE MAINTENANCE STATEMENT:

EVEN WHEN SUBJECTED TO ONLY REGULAR USE AND AGING, ALL STRUCTURES REQUIRE

PERIODIC INSPECTION AND MAINTENANCE TO ENSURE THE STRUCTURE IS MAINTAINED IN

A SAFE CONDITION FOR USE AND TO EXTEND THE LIFESPAN OF THE STRUCTURE. IT IS

INCUMBENT UPON THE OWNER TO ESTABLISH A PLANNED PROGRAM OF INSPECTION AND

MAINTENANCE. IN ESTABLISHING THIS PLAN ITEMS THAT SHOULD BE CONSIDERED

INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

INSPECTION OF STRUCTURE FOR REGULAR USE AND AGING

INSPECTION OF DAMAGE (I.E. HIGH WINDS, SEISMIC, FLOOD, FIRE, IMPACT, EXPLOSIONS)

INSPECTION FOR EXPOSURE TO THE ENVIRONMENT (I.E. WATER, SALT)

INSPECTION FOR EXPOSURE TO HARSH CHEMICALS

INSPECTION FOR USE INVOLVING CYCLIC FATIGUE (I.E. STEEL CONNECTIONS & WELDS)

MAINTENANCE OF PROTECTIVE COATINGS AND SEALANTS

MAINTENANCE OF CONCRETE FOR CRACKS AND SPALLS

MAINTENANCE OF STEEL DUE TO CORROSION

MAINTENANCE OF STRUCTURE BY CLEANING FREE OF CHEMICALS

1.4 CONTRACTOR REQUIREMENTS:

1.4.1 SAFETY:

THE MEANS AND METHODS OF CONSTRUCTION IS THE FULL RESPONSIBILITY OF THE

CONTRACTOR. IT IS THE CONTRACTOR'S FULL RESPONSIBILITY TO BE FAMILIAR WITH

AND ADHERE TO ALL LOCAL, STATE, FEDERAL, AND INDUSTRY SAFETY

RECOMMENDATIONS AND REQUIREMENTS INCLUDING BUT NOT LIMITED THOSE OF OSHA,

FBC, AISC, & ACI.

1.4.2 TEMPORARY BRACING, SHORING, AND CONSTRUCTION STAGING:

TO THE BEST OF THE EOR'S BELIEF THESE DRAWINGS PROVIDE FOR A SAFE STRUCTURE

SUBJECT TO THE LISTED ANTICIPATED LOADING ONLY WHEN THE STRUCTURAL SYSTEMS

ARE FULLY COMPLETE AND CONSTRUCTED IN ACCORDANCE WITH THE CD'S. FULL

COMPLETION OF THE STRUCTURAL SYSTEMS INCLUDES BUT IS NOT LIMITED TO 100%

COMPLETION OF OF ALL FOUNDATIONS, WALLS, COLUMNS, FLOOR FRAMING, ROOF

FRAMING, PERMANENT BRACING, ROOF AND WALL SHEATHING OR DECKING, AND FULL

CURING OF ALL CONCRETE ELEMENTS.

THE SCOPE OF THESE ENGINEERING DOCUMENTS SPECIFICALLY EXCLUDES DESIGN AND

OR ANALYSIS OF THE SAFETY OF THE STRUCTURE FOR TEMPORARY CONSTRUCTION

LOADS AND OR DURING PARTIALLY COMPLETED CONSTRUCTION STAGES. THE DESIGN

OF TEMPORARY SHORING AND OR BRACING, CONSTRUCTION LIFTING AND ERECTION,

AND CONSTRUCTION STAGING AND SEQUENCING ARE THE FULL RESPONSIBILITY OF THE

GC. IT IS INCUMBENT ON THE GC TO IDENTIFY ADDITIONAL SCOPES OF ENGINEERING

REQUIRED FOR SAFE CONSTRUCTION OF THE STRUCTURE BASED ON THEIR PROPOSED

MEANS AND METHODS AND TO OBTAIN THE SERVICES OF A PROFESSIONAL ENGINEER AS

REQUIRED, AS WELL AS NOTIFY THE BUILDING EOR.

1.4.3 SUBMITTAL REQUIREMENTS:

THE FOLLOWING SUBMITTALS ARE REQUIRED TO BE REVIEWED AND APPROVED BY THE

EOR PRIOR TO CONSTRUCTION:

S01 CONCRETE MIX DESIGN

S02 FOUNDATION REINFORCING

S03 ANCHOR RODS

S04 MASONRY

S05 MASONRY GROUT & MORTAR

S06 MASONRY REINFORCING

S07 PRE-ENGINEERED METAL BUILDING (*)

ENGINEERED DRAWINGS AND CALCULATIONS, THAT ARE SIGNED AND SEALED BY A

PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA, ARE REQUIRED TO BE

INCLUDED IN SUBMITTALS MARKED (*).

1.4.4 INSPECTION AND TESTING REQUIREMENTS: REFER TO SHEET S0.002 AND MATERIAL

SECTIONS.

1.4.5 EXISTING CONDITIONS:

THE CONTRACTOR IS REMINDED THAT WORK ON THIS BUILDING REQUIRES WORKING

WITH AN EXISTING STRUCTURE. EVERY EFFORT HAS BEEN MADE TO IDENTIFY

DISCREPANCIES AND ENSURE THAT THE DETAILS ARE DEPICTED CORRECTLY. THESE

DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION AVAILABLE. HOWEVER,

SINCE THIS IS AN EXISTING STRUCTURE, THE CONTRACTOR CAN EXPECT AND SHOULD

PLAN ON ENCOUNTERING VARIANCES AND DEVIATIONS BETWEEN THE INFORMATION

FOUND IN THESE DRAWINGS AND THE EXISTING SITE CONDITIONS. ACTUAL FIELD

CONDITIONS MAY REQUIRE MODIFICATIONS IN CONSTRUCTION DETAILS AND QUANTITIES.

THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DETAILS INCLUDING GEOMETRY

AND ELEVATIONS PRIOR TO THE FABRICATION AND INSTALLATION OF ANY MATERIAL.

1.5 CODES

THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH THE FOLLOWING CODES :

2018 INTERNATIONAL BUILDING CODE

1.6 STRUCTURAL DESIGN LOADS & PARAMETERS:

1.6.1 RISK CATEGORY: II

1.6.2 WIND LOADS:

BASIC WIND SPEED (VULT): 125 MPH

EXPOSURE CATEGORY: C

INTERNAL PRESSURE COEFFICIENT (GCPI): ± 0.18 (ENCLOSED)

COMPONENTS AND CLADDING PRESSURES: SEE THIS SHEET

1.6.3 SEISMIC LOADS:

SEISMIC IMPORTANCE FACTOR (Ie): 1.0 SPECTRAL RESPONSE ACCELERATION (Ss): 0.087

SPECTRAL RESPONSE ACCELERATION (S1): 0.049

SPECTRAL RESPONSE MODIFICATION (SDS): 0.092

SPECTRAL RESPONSE MODIFICATION (SD1): 0.078

SEISMIC DESIGN CATEGORY: B

SEISMIC RESISTING SYSTEM: STEEL SYSTEMS NOT

SPECIFICALLY DETAILED

RESPONSE MODIFICATION FACTOR (R): 3.0

OVERSTRENGTH FACTOR (Ωo): 3.0 DEFLECTION MODIFICATION FACTOR (Cd): 3.0

2.0 SOILS INFORMATION:

2.0.1 FOUNDATIONS WERE DESIGNED FOR A NET ALLOWABLE SOILS BEARING CAPACITY OF

2,000 PSF.

2.0.2 IT IS THE CONTRACTOR'S FULL RESPONSIBILITY TO ENSURE THAT BACKFILL IS

WELL-DRAINED SANDY MATERIAL, FREE FROM ORGANIC MATERIALS AND HAVING AN

ANGLE OF INTERNAL FRICTION (Φ) OF 30 DEGREES AND A MOIST DENSITY OF 120 PCF.

2.0.3 THE GENERAL CONTARCTOR IS RESPONSIBLE TO EMPLOY AN INDEPENDENT QUALIFIED

TESTING LABORATORY TO INSPECT EARTHWORK OPERATION AND TEST COMPACTED

SOILS TO ENSURE AND CERTIFY THAT THE SOILS SUPPORTING FOOTINGS AND SLABS

ARE ADEQUATE TO ACHIEVE THE NET ALLOWABLE SOIL BEARING CAPACITY PRESUMED.

3.0 CONCRETE:

3.0.1 ALL STRUCTURAL CONCRETE MUST BE NORMAL WEIGHT WITH A 28 DAY MINIMUM

COMPRESSIVE STRENGTH OF 4000 PSI WITH MAXIMUM AGGREGATE SIZE OF 3/4".

3.0.2 REINFORCING STEEL MUST BE ASTM A615, GRADE 60. ALL LAP SPLICES SHALL BE A

MINIMUM OF 48 BAR DIAMETERS UNLESS OTHERWISE NOTED.

3.0.3 WELDED WIRE REINFORCING MUST BE ASTM A1064. LAPS SHALL BE A MINIMUM OF 6

INCHES.

3.0.4 UNLESS OTHERWISE SHOWN ON DRAWINGS, COVER FOR REINFORCING WILL BE:

CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

SLABS AND WALLS:

#11 BARS AND SMALLER 1 INCHES

BEAMS AND COLUMNS:

PRIMARY REINFORCING, TIES & STIRRUPS 2 INCHES

ELEVATED SLABS: CENTERED

3.0.5 A CERTIFIED TESTING AGENCY MUST BE ENGAGED TO PERFORM INDUSTRY STANDARD

TESTING INCLUDING SLUMP TESTS AND COMPRESSIVE TESTS (CYLINDER BREAKS) TO

ENSURE CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. SUBMIT ALL TEST

REPORTS FOR REVIEW AND APPROVAL.

3.0.6 THE MINIMUM FREQUENCY OF TESTING FOR EACH CLASS OF CONCRETE IS THE

GREATEST OF:

A. ONCE EACH DAY

B. ONCE FOR EACH 100 CY

C. ONCE FOR EACH 5,000 SF OF SLAB OR WALL SURFACE AREA

D. FIVE (5) TESTS

3.0.7 ALL REINFORCING MUST BE HELD SECURLY IN POSITION WITH STANDARD ACCESSORIES

IN CONFORMANCE WITH ACI 315 DURING PLACEMENT OF CONCRETE.

3.0.8 ALL REINFORCING SPLICES MUST BE APPROVED BY THE EOR. SPLICES IN TOP

REINFORCING MUST BE MADE AT MIDSPAN OF MEMBERS AND SPLICES IN BOTTOM

REINFORCING MUST BE MADE OVER SUPPORTS.

3.0.9 TOP BARS SHALL TERMINATE IN ACI STANDARD HOOKS AT DISCONTINUOUS ENDS

UNLESS OTHERWISE NOTED.

3.0.10 PROVIDE A 3/4 INCH CHAMFER ALONG ALL EXPOSED CORNERS OF BEAMS AND

COLUMNS. CHAMFER IS NOT REQUIRED WHERE BEAMS ARE CAST INTEGRALLY WITH

WALLS.

3.0.11 PROVIDE 1/2 INCH THICK PREFORMED EXPANSION JOINT MATERIAL WHERE SLABS

ABUT COLUMNS, WALLS, AND OTHER VERTICAL SURFACES UNLESS OTHERWISE NOTED.

4.0 CONCRETE MASONRY:

4.0.1 ALL CONSTRUCTION MUST BE IN CONFORMANCE WITH MSJC TMS 402-16 / ACI 530-16 /

ASCE 5-16.

4.0.2 CONCRETE MASONRY MATERIALS MUST MEET THE FOLLOWING:

CONCRETE BLOCK ASTM C90, F'M = 1900 PSI

MORTAR ASTM C270, TYPE "S"

GROUT ASTM C476, F'C = 3000 PSI

QUIKCRETE COREFILL FINE

REINFORCING ASTM A615, GRADE 60

JOINT REINFORCING ASTM A951, LADDER TYPE (MIN 9GA WIRES)

THREADED MECHANICAL HEADS TERMINATOR D14 BY NVENT / LENTON

4.0.3 ALL GROUT SHALL BE A SHRINKAGE COMPENSATING, PRE-MIXED TYPE CONSISTING OF

NON-METALLIC AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT

28 DAYS AND A SLUMP OF 8" TO 11" WITH 3/8" MAX AGGREGATE.

4.0.4 BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING.

4.0.5 ALL MASONRY CROSS WEBS SHALL BE FULLY BEDDED IN MORTAR AROUND CELLS TO

BE GROUTED.

4.0.6 GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD BE STOPPED 1.5" BELOW

THE TOP OF THE MASONRY UNIT TO PROVIDE A KEY FOR SUBSEQUENT GROUTING.

4.0.7 UNIFORM LOADS ARE NOT TO BE APPLIED TO MASONRY WALLS FOR (3) DAYS.

CONCENTRATED LOADS ARE NOT TO BE APPLIED TO MASONRY WALLS FOR (7) DAYS.

4.0.8 VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 3.5" TO INSIDE FACE OF

FACE SHELL.

4.0.9 VERTICAL REINFORCING IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED

AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192X(BAR DIAMETER) OR 10 FT

(WHICHEVER IS LESS).

4.0.10 TYPICAL VERTICAL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL

WALL OPENINGS.

4.0.11 EXTEND ALL VERTICAL WALL REINFORCEMENT TO WITHIN 2" OF TOP OF WALL OR BEAM

UNLESS NOTED OTHERWISE. TERMINATE REINFORCING WITH STANDARD ACI 90 DEGREE

HOOK.

4.0.12 TEMPORARY SHORING FOR ALL EXTERIOR MASONRY WALLS SHALL REMAIN IN PLACE &

CONNECTED ELIMINATING CANTILEVER ACTION OF THE WALLS UNTIL FINAL

CONNECTIONS ARE COMPLETED.

S001

5.0 STRUCTURAL STEEL:

5.0.1 ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH AISC 360-16 & AISI 100-16.

5.0.2 STRUCTURAL STEEL MATERIALS MUST MEET THE FOLLOWING:

ANCHOR RODS ASTM F1554, GRADE 36

WASHERS ASTM AF436

NUTS ASTM F563, GR. A "HEX"

5.1 LIGHT GAUGE METAL FRAMING:

5.1.1 ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON

AND STEEL INSTITUTE, "SPECIFICATION FOR THE DESIGN OF COLD FORMED

STRUCTURAL MEMBERS, 2016 EDITION.

5.1.2 ALL STRUCTURAL STUDS AND JOISTS OF 18 AND 20 GAUGES SHALL BE FORMED FROM

GALVANIZED STEEL PER ASTM A653, G60 COATING MEETING THE REQUIREMENTS OF

ASTM C955 WITH A YIELD STRENGTH OF 33,000 PSI.

5.1.3 ALL STRUCTURAL STUDS AND JOISTS OF 16, 14 AND 12 GAUGES SHALL BE FORMED FROM

GALV…