REVISED_-_IFB_250401_ATTACHMENT_A_-_Construction_Plan_Drawings1.21.2025.pdf

TABLE OF AREAS

SF / LA (ENCLOSED)

SF ENTRY PORCH

SF TOTAL UNDER ROOF (TUR)

THE CITY OF LEESBURG

JOHN L. JOHNSON RESTROOM

SENATORE INC.

JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION

Architect Fl License No. AR0006808 • Certified Contractor Fl License No. CB C060129

Design / Build Specialists

1317 Sumter Street, Leesburg, Florida 34748 • Phone 352.787.1121 Fax: (352) 728-8292

SHEET

JO

H

N L

JO

H N

SO

N

R

ES

TR

O

O M

C

IT

Y O

F

LE

ES

BU

R G

DRAWING NO.:

DATE:

DESIGNED BY :

DRAWING BY :

CHECKED BY :

James P. Senatore Architect

James P. Senatore Architect

NO

TI

CE

: T he In fo rm at ion o n T his S he et

Is T he P ro pe rty o f J am es P.

S en at or e A rc hit ec t, St at e

Re g.

8, an d

Is No t T o

Be C op ied

In W ho le or P ar t W ith ou t T he

W rit te n

Pe rm iss ion o f J am es

P.

S en at or e, A rc hit ec t.

SE

N

AT

O

R E

IN

C

JA

M

ES

P . S

EN

AT

O R

E, A

R C

H

IT

EC

T

• S

EN

AT

O

R E

C O

N

ST

R U

C

TI

O N

D

ES

IG

N

BU

IL

D

S

PE

C

IA

LI

ST

S

S um te r S tre et

L ee sb ur g, F

L

• P : 3

-7

-1

• F : 3

-7

-8

• A R

• C B

C

NO

TI

CE

: T he In fo rm at ion o n T his S he et

Is T he P ro pe rty o f J am es P.

S en at or e A rc hit ec t, St at e

Re g.

8, an d

Is No t T o

Be C op ied

In W ho le or P ar t W ith ou t T he

W rit te n

Pe rm iss ion o f J am es

P.

S en at or e, A rc hit ec t.

SE

N

AT

O

R E

IN

C

JA

M

ES

P . S

EN

AT

O R

E, A

R C

H

IT

EC

T

• S

EN

AT

O

R E

C O

N

ST

R U

C

TI

O N

D

ES

IG

N

BU

IL

D

S

PE

C

IA

LI

ST

S

S um te r S tre et

L ee sb ur g, F

L

• P : 3

-7

-1

• F : 3

-7

-8

• A R

• C B

C

2025.04

C

C O

VE

R

1.17.25

JPS

CAZ

JPS

1317 Sumter Street Leesburg, FL 34748 P: 352-787-1121 • F: 352-728-8292

AR0006808 • CB C060129

SENATORE INC.

JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION

DESIGN / BUILD SPECIALISTS

SENATORE INC.

JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION

DESIGN / BUILD SPECIALISTS

2025.04

D

E S

C R

IP

TI

O N

D

AT

E

Florida No. AR 00006808

LEFT FRONT CORNER

28'

20'

8'

ENTRY PORCH

LEFT FRONT CORNER

8'

ENTRY PORCH

Cover Project Data Architectural Specifications Architectural Specifications Exterior Elevations Main Floor plan Foundation plan / Foundation Details Wall Framing Plan Building Sections and Framing Details Roof Framing plan / Pre-Engineered Roof Trusses Roof plan Door / Window Schedule Interior Elevations / Cabinets

Electrical Power / Lighting Plan Electrical Riser and Panel Schedules Electrical Specifications SWV Floor Plan / Water Piping Floor Plan Plumbing Riser SWV / Plumbing Riser Water Supply Plumbing Fixture Schedule and Notes Plumbing Details

Drawing Index

C

PD1

AS1

AS1

E1

E2 P1

P2

James P. Senatore, Architect

TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES

RISK CATEGORY NATURE OF OCCUPANCY

I Buildings and other structures that represent a low hazard to human life in the event of failure, including but not limited to:

• Agricultural facilities.

• Certain temporary facilities.

• Minor storage facilities.

• Screen enclosures.

II Buildings and other structures except those listed in Risk Categories I, III and IV

III Buildings and other structures that represent a substantial hazard to human life in the event of failure, including but not limited to:

• Buildings and other structures whose primary occupancy is public assembly with an occupant load greater than 300.

• Buildings and other structures containing elementary school, secondary school or day care facilities with an occupant load greater than 250.

• Group I-2 occupancies with an occupant load of 50 or more resident patients but not having surgery or emergency treatment facilities.

• Group I-3 occupancies.

• Any other occupancy with an occupant load greater than 5,000a.

• Power-generating stations, water treatment facilities for potable water, waste water treatment facilities and other public utility facilities not included in Risk Category IV.

• Buildings and other structures not included in Risk Category IV containing sufficient quantities of toxic or explosive substances to be dangerous to the public if released.

IV Buildings and other structures designated as essential facilities, including but not limited to:

• Group I-2 occupancies having surgery or emergency treatment facilities.

• Fire, rescue, ambulance and police stations and emergency vehicle garages.

• Designated earthquake, hurricane or other emergency shelters.

• Designated emergency preparedness, communications and operations centers and other facilities required for emergency response.

• Power-generating stations and other public utility facilities required as emergency backup facilities for Risk Category IV structures.

• Structures containing highly toxic materials as defined by Section 307 where the quantity of the material exceeds the maximum allowable quantities of Table 307.1(2).

• Aviation control towers, air traffic control centers and emergency aircraft hangars.

• Buildings and other structures having critical national defense functions.

• Water storage facilities and pump structures required to maintain water pressure for fire suppression.

FLORIDA PRODUCT APPROVAL NUMBERS

PRODUCT TYPE APPROVAL NUMBER MFG AND DESCRIPTION

Windows FL 1435.1

FL 5012.3

"PGT" - Single Hung Windows "PGT" - Fixed Glass Windows

Exterior Door FL 1170.3 "THERMA TRU" - Fiber Classic Doors

Metal Roofing FL 1832.1 "McElroy Metal, Inc." - MasterLoc 90

Fascia & Soffit FL 1621 "Alcoa" - Alum Fascia And Soffit

Truss Plates FL 1999

FL 2034.2

"Alpine" - Metal Truss Plates "Robbins Engineering, Inc." - Metal Truss Plates

Steel All-thread FL 1566 "Fastening Specialist, Inc." - Structural Components Wood Connectors Anchors

Epoxy "Powers Fastener Inc." - High Proformance Epoxy Anchor SystemFL 2209.5

"Powers Fastener Inc."

Heavy Duty Concrete Screw AnchorFL 2209.10Wedge Bolts

"A35" - 474.4

"H1" - FL 474.108

"H2" - FL 474.114

"H4" - FL 474.117

"H10" - FL 474.109

"H10-2" - FL 474.110

Straps & Clips "Simpson Strong Tie Connectors"

"LU24" - FL 474.267

"LTT20B" - FL 474.264

"LSTA30" - FL1901.35

"META16" - FL 1901.15

"TBE4" - FL 503.49

Lintels FL 158 - R1 "Cast-crete" - Pre-cast Concrete Lintels

Ext Steel Door FL 4553.1 "CECO" - Steel Flush Doors

Garage Door FL 5678.1 "CLOPAY" - Overhead Garage Door

2023 8TH EDITION FLORIDA CODE (BUILDING)

2023 8TH EDITION FLORIDA CODE (PLUMBING)

2023 8TH EDITION FLORIDA CODE (MECHANICAL)

2023 8TH EDITION FLORIDA CODE (ACCESSIBILITY)

2023 8TH EDITION FLORIDA CODE (ENERGY CONSERVATION)

2023 8TH EDITION FLORIDA FIRE PREVENTION CODE

2023 8TH EDITION NATIONAL ELECTRIC CODE (NEC)

ALL APPLICABLE STATE, FEDERAL AND LOCAL CODES &

ORDINANCES WILL APPLY

Occupancy "U" Utility ( Restroom ) FBC 2023 8TH EDITION Construction Type - Type V Per Section 601 Fire Resistance - Type V-B Non Sprinkled, Non Separated, Unprotected;

Allowable areas per Table 503 One Story 5,000 sf Allowable Area in Table 503

400 sf = Enclosed Building area

Allowable Height per Table 503 40'-0" ft max. allowable height 13'-0" Mean Roof Height Finished floor Assumed 100'-0" for actual see Site plan.

Wind Velocity 140 mph Risk Cat. III Mean Roof height 13'-0" Building Category Type V-B Non Sprinkled, Non Separated, Unprotected;

Risk factor II (two) Internal Coefficient +/- .018 Table 1806.2 Soil Bearing capacity 2,000#'s/sf Structural Lumber Deflection Limits L/240 / Min live loads FBC Chapter 16 Attic Mechanical Live Load 100#'s / sf Fire blocking continuous at all ceiling lines

CODE REVIEW

OCCUPANCY CLASSIFICATION / ALLOWABLE AREA AND HEIGHT

DESIGN PRESSURES / STRUCTURAL LOADS

ARCHITECT’S NOTES:

These written specifications are to be used with the Architect’S “Conformed” Construction Set to describe the Scope of Work contained within the Architect’S Drawings. All work is to be performed in good practice, in accordance with the applicable Building Code for the Scope of Work contained within the Architect’s Drawings.

It is the responsibility of the Bidding Contractor to know the scope of work and quality of finish required by the Architect, and by returning a Bid, acknowledges same. The Bidding Contractor is responsible to identify on the Bid, any related work shown in the Architect’S Plans, that is specifically NOT INCLUDED in his bid. If no exceptions are listed, it will be understood by the Architect & Owner that the bid is for a complete scope of work.

ARCHITECT’S ABBREVIATIONS

ASBO: As Selected By Owner BO: By Owner;

CODE: Applicable Building, Fire, Electrical, Zoning etc. “Codes & Regulations” GC: General Contractor N/A: Not Applicable to Job NIB: Not Included in Bid NIC: Not In Contract NIP: Not In Plans (Not shown in the Architect’s Plans) NOC: Notice of Commencement NTO: Notice to Owner UNO: Unless Noted Otherwise Owner: The City of Leesburg

A/E James P. Senatore, Architect / Contractor State of Florida: AR 0006808

1 PROJECT INFORMATION

A) Description: Restroom B) Construction: Conventional Construction C) Construction Type: Type V D) Construction Classification:: Designed as a Type V-B: Non Sprinkled, Non separated, Unprotected E) Occupancy Type: Occupancy "U" Utility F) Location: Leesburg, Florida

2 OWNER INFORMATION

A) Owner: The City of Leesburg

3 ARCHITECT OF RECORD

A) Address: James P. Senatore, Architect 1317 Sumter Street

Leesburg, Florida 34748 Phone: (352) 787-1121 Fax: (352) 728-8292

B) License: State of Florida: AR 0006808

4 GENERAL CONTRACTOR (GC) OF RECORD

A) Contractor: TBD

7 SUBCONTRACTORS

A) Sub Contractor:

To Be Selected by GC during Bid process. The Architect and the Owner reserve the right to qualify any given Sub Contractor.

B) License: Meet License requirements of State, Permit Jurisdiction & Contract with Owner.

C) Insurance: Meet Insurance requirements of State, Permit Jurisdiction & Contract with Owner.

D) Sub Bids:

1. It is the responsibility of the Sub Contractor know the scope of work and quality of finish required by the Architect;

2. If the Sub Contractor is not clear of the scope of work, it is NOT the responsibility of the Architect and or the Owner.

3. The Contractor is responsible to make sure that the Sub Contractor has sufficient Plans and Documents to provide a complete bid.

E) Change Orders:

1. Changes and/or Deviations from plans shall not be performed without signed prior written permission from the

Architect and the Owner.

2. A change order must be approved by the Architect and Owner prior to beginning the work.

3. If the Contractor performs any work without said approval, neither the Architect nor the Owner will be responsible to pay any claim or charge related to the unapproved change order.

F) Requirements:

Contractor shall submit with bid a copy of this Section 7 (Sub Contractors) with the Bid. The copy is to have an original signature, with printed name below and dated.

9 PERMITTING JURISDICTIONS

A) Building, Zoning; City of Leesburg B) Fire, Road Impacts, Engineering; City of Leesburg C) Utilities and Impacts; City of Leesburg D) Storm Water Authority: Saint Johns River Water Management District (SJRWMD) E) Water and Sewer: Department of Environmental Protection (DEP) F) Roads and Streets: Florida Department of Transportation (FDOT)

Architect’s Abbreviations ASBO: As Selected By Owner BO: By Owner CODE: Applicable Building, Fire, Electrical, Zoning etc. “Codes & Regulations” GC: General Contractor N/A: Not Applicable to Job NIB: Not Included in Bid NIC: Not In Contract NIP: Not In Plans (Not shown Architect’S Plans) NOC: Notice of Commencement NTO: Notice to Owner UNO: Unless Noted Otherwise Owner: City of Leesburg

A/E James P. Senatore, Architect / Contractor State of Florida: AR 0006808

Architectural Specification Index Division 1 General Conditions 1 Project Information 2 Owner Information 3 Architect 4 General Contractor 5 Lender 6 Legal 7 Subcontractors 8 Accounting 9 Jurisdictions 10 Engineering 11 Permits 12 Insurance

Division 2 Sitework & Utilities 13 Sitework/Pad/Drainage 14 Utilities 15 Layout 18 Backfill 19 Termite 56 Drive/Parking/Curb/Signs 57 Landscaping 58 Walks & Pads 59 Clean-Up & Final

Division 3 Concrete Construction 16 Footings 20 Concrete Floor Slab 22 Tie beam

Division 4 Masonry Construction 17 Foundation - Masonry CMU Stem Walls 21 Masonry - CMU Walls 22 Tie beam - Masonry KOL

Division 5 Steel and Metal N/A

Division 6 Wood and Plastics 23 Trusses - Pre-engineered Roof and Floor Trusses 25 Lumber & Framing Materials 26 Labor to install Framing Materials 34 Trim Material 35 Labor to install Doors & Trim

Division 7 Thermal & Moisture Protection 28 Roofing - Metal Roofing 30 Fascia & Soffit 31 Insulation 40 Stucco

Division 8 Windows, Doors & Cabinetwork 27 Windows 36 Doors, Locks & Hardware 46 Glass & Mirrors 47 Cabinets & Toilet Partitions

Division 9 Finishes 32 Drywall 33 Painting 48 Ceramic Tile 50 Floorcovering

Division 10 Specialty Items 29 Accessories - RR Signs, Janitor Items, Fire Extinguishers 51 Kitchen Equipment 64 Sound & Video System 65 Sign

Division 15 Mechanical

54 HVAC

55 Plumbing

Division 16 Electrical 52 Fire Alarm 53 Electrical Wiring & Light Fixtures

10 ENGINEERING

GC to perform all work shown on Engineering plans.

A) Site Plan "Instruction by owner" B) Mechanical: See Architect’s Permit Application Plans;

C) Electrical: See Architect’s Permit Application Plans;

D) Plumbing: See Architect’s Permit Application Plans;

12 INSURANCE & BONDS

Note: Meet as a minimum, the most stringent requirements of the:

1. State of Florida

2. Local and State Permitting Agencies

3. Contract for Construction with Owner.

Provide evidence of coverage with bid per Bid Docs.

A) General Liability: per State, Permit Jurisdiction & Contract with Owner.

B) Insurance: Builders Risk per with Owner and Architect & Contractor protected;

C) Workers Comp: Contractor & Subs per State, Permit Jurisdiction & Contract with Owner.

13 SITEWORK / BUILDING PAD / DRAINAGE

A) Site Plan Engineering and Design: by "City of Leesburg" Not in Bid (NIB) B) Site Work:

1. See Site Plan by City of Leesburg

2. Provide as built rough in survey to confirm elevations and locations before covering.

C) Building Pad:

1. Pad shall be compacted and level within 2” elevation.

2. Building pad is fill material free of debris and organic materials.

3. Fill placed, compacted and tested in 12 inch lifts.

4. Acceptable density 98% of a modified proctor.

5. Number and Frequency of field test, Compaction Tests at each 12" lift of fill.

D) Site Grading: See Civil for grading, Finished grade shall be min 8" below finished floor and slope away from building not less than one unit vertical in 20 units horizontal (5% slope)

14 UTILITIES

A) Electric Service: City of Leesburg; "as directed by owner" B) Water Service: City of Leesburg; "as directed by owner" C) Sewer Service: City of Leesburg; "as directed by owner"

15 LAYOUT

A) The design, fabrication and erection of batter boards shall result in a final structure that conforms to the shape, lines and dimensions of the building as required by the construction documents. Badder boards shall be substantially braced to maintain position.

B) Contractor shall have Surveyor place “Hub & Tack” Main construction points of building slab floor;

Top at Finish Floor Elevation per plans, or as directed by Architect;

C) The GC shall fabricate and erect batter boards and install string lines at foundation line.

D) The GC shall furnish a certified survey of the batter boards and layout before proceeding.

16 FOOTINGS

Construct concrete spread footings and pedestals per plans; Steel bolt pattern is critical;

See Architect Plans and Details;

A) Trench style Footings:

1. Dig trenches straight, level and with plumb sides. Keep fill moist and compacted as needed.

Concrete permitted to be cast against the earth where soil conditions do not require forming.

2. Bottom of footing 12 inches below grade min; Step footings where required to maintain coverage, step footings 8" vertical max. and 48" horizontal min.;

B) Bearing:

Allowable load bearing values of soils per table 1804.2 (1,500 lb/sf assumed min)

C) Steel Reinforcing;

1. See plans for steel rebar Size, Grade and Lap; Lap & tie per Code;

2. Stirrups, Cross-Bars, Footing Corners & Filled Cell Dowel locations in plans;

3. Support rebar on Brick at 48” oc each way; Keep rebar 3” clear of surrounding earth;

4. Steel to be clean, free of oil, grease and dirt.

D) Concrete:

1. Concrete Strength 3,000 psi commercial mix; 5” Slump max; Place with crane pump;

2. Concrete shall not be placed through water.

3. Concrete footings shall not be placed when the site temperature drops below 45 degrees F.

4. Footing tops shall be level and smoothed off.

5. Take samples and perform standard break tests.

E) Anchor Bolts: See Plans for size, depth and placement; Bolts shall conform to ASTM A 307.

Allowable service loads per table 1912.2 FBC may be increased per Section 1605.3.2

17 FOUNDATION

Contractor shall provide all Materials and Installation to complete the Work in this Section;

Construct stem wall foundation per plans;

A) Concrete masonry units:

1. Nominal 8 inches x 8 inches x 16 inches number 1 block; Lay in Running bond pattern;

2. Concrete masonry units shall conform to ASTM C90 for load bearing;

3. Top of unfinished masonry shall be protected.

4. Follow guidelines in FBC for cold and hot weather construction.

B) Mortar & Joints:

1. All units shall be placed while the mortar is soft and plastic, in rows that are straight, level, plumb and consistent. Broken mortar joints shall be removed and reset in fresh mortar.

2. Masonry Mortar: shall conform to ASTM C 270 and proportions of table 2103.7(2).

3. Bed joints and head joints to be 3/8 inch thick +/- 1/16.

4. Head joints to be min 1.5 to 2.0 inches deep with mortar.

5. Bed joint at foundation may not be less than 1/4 inch and not more than 3/4 inch.

6. The amount of water used in mortar for glass block shall be adjusted to account for the lack of absorption.

Retempering mortar shall not be permitted. Unused mortar shall be discarded within 2 1/2 hours after initial mixing, 1 1/2 hours for glass block.

C) Vertical filled cells; Cells shall be filled with concrete and rebar as noted in plans

1. Concrete; Concrete Strength shall be 3,000 psi commercial pump mix.

2. Reinforcing; Deformed reinforcing bars shall conform with ASTM A 615. Rebar as noted in plans vertical laps shall be 40 bar diameter for 40 grade rebar and 60 bar diameter for 60 grade rebar; Provide 12" hook into footing and 8" hook at top kol tie beam;

3. See plans for locations of filled cells D) Fill Foundation Solid:

1. See details in Architect Plans;

2. Fill with 3000 psi concrete after MEP sleeves through Foundation Wall have been installed.

18 BACKFILL

Contractor shall provide all Materials and Installation to complete the Work in this Section;

A) Fill inside stem wall, 4 inches below finished floor; Fill shall be clean and compacted ;

B) Building pad; See civil engineering plans for finished floor elevation;

1. Fill shall be free of all debris, organic materials and controlled low strength material.

2. Place and compact fill in such a manner as not to damage or disturb foundation stem wall.

3. Fill shall be termite treated as directed per Section 19 architectural specifications.

19 TERMITE

Contractor shall provide all Materials and Installation to complete the Work in this Section;

Termite treatment shall comply with Florida Building Code Chapter 18, section 1816.

A) Pretreatment:

Pretreat building foundation and slab area for termites with “Termadore” per code. Provide Owner & Architect a receipt showing the amount of material applied and percent concentration

B) Retreat 12" min around exterior foundation wall at final, after all wood and debris is removed;

C)) Certificate of compliance Termite provider shall issue Certificate of compliance to the Building Department and Contractor by the licensed pest control company that contains the following statement: "The building has received a complete treatment for the prevention of subterranean termites Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services";

D) FBC 1816.2 Penetrations:

Protective sleeves around metallic piping penetrating concrete slab-on-grade floors shall not be of cellulose containing materials and, if soil treatment is used for subterranean termite protection, shall receive application of a termiticide in annular space between sleeve and pipe.

E) Warranty:

Provide renewal contract with repair limit per occurrence, per Contract with Owner.

SHEET

JO

H

N L

JO

H N

SO

N

R

ES

TR

O

O M

C

IT

Y O

F

LE

ES

BU

R G

DRAWING NO.:

DATE:

DESIGNED BY :

DRAWING BY :

CHECKED BY :

James P. Senatore Architect

James P. Senatore Architect

NO

TI

CE

: T he In fo rm at ion o n T his S he et

Is T he P ro pe rty o f J am es P.

S en at or e A rc hit ec t, St at e

Re g.

8, an d

Is No t T o

Be C op ied

In W ho le or P ar t W ith ou t T he

W rit te n

Pe rm iss ion o f J am es

P.

S en at or e, A rc hit ec t.

SE

N

AT

O

R E

IN

C

JA

M

ES

P . S

EN

AT

O R

E, A

R C

H

IT

EC

T

• S

EN

AT

O

R E

C O

N

ST

R U

C

TI

O N

D

ES

IG

N

BU

IL

D

S

PE

C

IA

LI

ST

S

S um te r S tre et

L ee sb ur g, F

L

• P : 3

-7

-1

• F : 3

-7

-8

• A R

• C B

C

NO

TI

CE

: T he In fo rm at ion o n T his S he et

Is T he P ro pe rty o f J am es P.

S en at or e A rc hit ec t, St at e

Re g.

8, an d

Is No t T o

Be C op ied

In W ho le or P ar t W ith ou t T he

W rit te n

Pe rm iss ion o f J am es

P.

S en at or e, A rc hit ec t.

SE

N

AT

O

R E

IN

C

JA

M

ES

P . S

EN

AT

O R

E, A

R C

H

IT

EC

T

• S

EN

AT

O

R E

C O

N

ST

R U

C

TI

O N

D

ES

IG

N

BU

IL

D

S

PE

C

IA

LI

ST

S

S um te r S tre et

L ee sb ur g, F

L

• P : 3

-7

-1

• F : 3

-7

-8

• A R

• C B

C

2025.04

PD1

PR

O

JE

C

T D

AT

A

1.17.25

JPS

CAZ

JPS

1317 Sumter Street Leesburg, FL 34748 P: 352-787-1121 • F: 352-728-8292

AR0006808 • CB C060129

SENATORE INC.

JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION

DESIGN / BUILD SPECIALISTS

SENATORE INC.

JAMES P. SENATORE, ARCHITECT • SENATORE CONSTRUCTION

DESIGN / BUILD SPECIALISTS

2025.04

D

E S

C R

IP

TI

O N

D

AT

E

Florida No. AR 00006808

23 WOOD PRE-ENGINEERED ROOF TRUSSES

Contractor shall provide all Materials and Installation to complete the Work in this Section;

Note: Engineered plans were designed by Manning Roof Truss.

A) Engineered Wood Roof system, See plans for size, span and layout;

1. Truss shop drawings shall be provided to the Architect and Structural Engineer for review and approval.

Allow 10 days turn around for review.

2. Truss drawings shall be provided to the building official and approved prior to installation.

3. Metal-plate-connected wood trusses shall be manufactured as required by TPI Standards.

4. Roof trusses spaced 24"oc with hurricane straps each truss each end; See schedules;

5. Design loading to be 47# per square foot total load;

6. Additional loads to any truss member shall not be permitted without verification that the truss is capable of supporting such additional loading.

7. Truss members and components shall not be cut, notched, drilled, spliced or altered in any way other than shown in typical truss mfg. alteration details, without the written concurrence and approval of the Truss Mfg.

Engineer, the Architect and Structural Engineer.

8. Roof decking shall be as noted in plans; 5/8" x 4' x 8' plywood (5 ply)

9. Layout shall follow plans for roof zones and fastened as noted;

10. Dry-in roof with "Grace" Tri-flex felt or approved equal lap and fasten as noted.

11. Subfascia shall be 2 x 6 Spruce. Hand select for straightness.

12. Outlookers shall be 2 x 4's syp#2 at 24" oc.

13. Valley Framing; 2 x 8 syp#2 ridge board supported at 8'-0" oc max. Rafters 2 x 6 syp#2 rafters at 24" oc supported at 8'-0" oc max.

14. Provide all field applied bracing per Truss Mfg. and Architect’s Plans; All gable end, vertical and horizontal "X" bracing shall be 2 x 4 syp#2 or better.

15. Gable end sheeting shall be 5/8" x 4' x 8' plywood (5 ply). Dry-in with Tyvek (No Equal).

25 LUMBER

Contractor shall provide all Materials & Labor per this Section 25-Lumber;

See Architect’s Plans for size, locations and installation details;

A) Lumber used for load bearing purposes shall be identified by the grade mark of a lumber grading or inspection agency approved by an accreditation body that complies with DOC PS 20.

B) Preservative treated wood shall conform to requirements of the applicable AWPA.

Preservatives shall conform to AWPA. Lumber shall bear the quality mark of an inspection agency that maintains continuing supervision, testing and inspection over the quality. The quality mark shall be on a stamp or label affixed to the preservative treated wood.

The moisture content of lumber used in enclosed locations shall be 19 percent or less before being covered with insulation.

C) Interior non-load bearing partitions, See plans for size, location and height.

1. Bottom plates shall be pressure treated 2 x nominal thickness.

2. Studs shall be spruce or fir at 16 inches on center.

3. Top plates minimum 2 plates continuous lap 48 inches minimum spruce or fir.

D) Roof framing, See plans for, truss layout and elevations.

1. Truss design drawings shall be provided to the building official and approved prior to installation. Truss shop drawings shall be provided with the shipment of trusses.

2. Trusses; Metal-plate-connected wood trusses shall be manufactured as required by TPI.

Each manufacturer of trusses using metal plate connectors shall retain an approved agency. The inspection shall cover all phases of truss operation.

3. Roof trusses at 24" oc with hurricane strap each truss each end.

4. Roof decking shall be 5/8" x 4' x 8' plywood (5 ply). Layout shall follow plans for roof zones and fastened as noted.

5. Dry-in roof with "Grace" Triflex 30 felt or approved equal lap and fasten as noted.

6. Subfascia shall be 2 x 6 spruce or fir.

E) Nails shall conform to requirements of ASTM F 1667.

Note: Minimum average bending yield strengths;

1. 0.254 inch to 0.177 inch 80 kips per square inch.

2. 0.177 inch to 0.142 inch 90 kips per square inch.

3. 0.142 inch or less 100 kips per square inch.

4. Fasteners shall be not less than FBC table 2304.9.1;

5. Sheathing fasteners head shall be flush with surface of sheathing;

6. Fasteners in PT or Fire-retardent lumber shall be hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper.

26 FRAMING

Contractor shall provide all labor, equipment and materials to complete all Framing necessary;

See construction documents for size, locations and installation details;

See construction documents for nailing & anchoring schedules and Wall Composite Details;

All work to be installed plumb, level and square unless noted and detailed otherwise.

A) Framing; The design, fabrication and erection of structural components shall result in a final structure that conforms to the shape, lines and dimensions of the members as required by the construction documents.

Components shall be substantially,xt impair safety and serviceability of the structure.

B) Construct all non-load bearing walls per construction documents.

1. Provide all Temp and Permanent Bracing for all walls as required.

2. Frame all openings as shown, Install headers where required.

3. Install all deadwood at grab bars, cabinets, ceilings etc... see construction documents.

C) Set all Roof Trusses as required for complete structure.

1. Place all Temporary and permanent bracing as required for framing components. See construction documents and truss manufacturer's sealed drawings.

2. Deck all floor areas and roof faces as required for complete structure. Fasten per construction documents.

Place "H" ply-clips at plywood joints between trusses.

3. Install subfascia at ends of all exposed roof truss overhangs, See elevations and Roof framing plans.

27 WINDOWS

Contractor shall provide all Materials and Installation to complete the Work in this Section;

Contractor shall provide and install all Windows, Glass Block and Aluminum Storefront per this section.

Rough openings per plans to be plumb, level, square and provide allowance for blocking A) Aluminum Windows:

See Floor plan and Elevations for window size and locations;

Window manufacturer "PGT"; Aluminum frames; Glass: Non-Insulated, Obscure, Laminated;

Submit Shop Drawings showing typical installation details similar to details in plans;

B) Window sills: Azak PVC sills; Install level & square with 1” nose; See details;

28 METAL ROOFING SYSTEM

Contractor shall provide and install a complete Metal Roofing System per plans. Provide Warranty.

A) Double Lock standing seam Metal roof: Preformed metal roof system including clips, perimeter and penetration flashing, closures and fasteners.

B) Plywood roof deck substrate shall be inspected with selected installer, metal roof system manufacturer's warranty inspector and contractor to verify working conditions and the surface is prepared properly for installation of finished materials. resolve issues prior to installation of roofing.

C) Roof Panel Installation; Protective film shall be removed prior to exposure to weather, Panels shall be handled at seams properly to prevent buckling, Install in countinuous lengths plumb, level and straight with seams and ribs parallel, without waves, warps or buckles with underlayment fully installed prior to loading or installation of roof panels system. All panelsshall have field applied butyl sealant between seams at the eave condition.

D) All trim shall be installed using the fastener type and spacing as displayed on the manufacturer shop drawings, trim attachments shall not restrict the thermal movement requirement of the manual, Allow NO sealant to migrate onto exposed surfaces. Damaged product shall be removed and replaced immediately. Touch up paint should be used minimally for minor scratches. Major scratches or paint failures shall be reconized at damaged and reqire replacement. Clean exposed surfaces upon completion of installation to prevent finish damage.

E) Provide shop drawings delneating the full roof plan layout with panels, elevations, sections and details. Show locations gauge of materials, and finish of all related materials. Relationships to adjoing work. Fastener types and spacing. Provide stamped proffesionals drawings. Provide documentation that products meet all applicable codes.. Provide calculations depicting that all related work meets wind uplift.

F) Underlayment shall conform with ASTM D1970, ASTM E108/UL 790, CCMC 13403-R, ICC-ESR 1783; "Owens Corning" WeatherLock Self-Sealing Ice Water Sheild Peel And Stick Underlayment" High Strength cross laminated poly surface, or approved equal applied shingle fashion, parallel to and starting from the eave (overlap eave thickness of plywood deck) and lapped 6". Physical Properties: Slip Resistance ASTM D1970, Coeffidient of Friction ASTM D1984, Tensile Strength ASTM D412, Elongation ASTM D2523, Permeance ASTM E96, Adhesion ASTM D903, Tear Resisitance ASTM D4037, Sealibilty ASTM D1970, Termal ASTM D1204.

G) Dripedge; Provide drip edge at eaves and gables of metal roof.

1) Dripedge shall be aluminum, color to match aluminum fascia (Spec 30).

2) Overlap drip edge 6 inches minimum. Dripedge shall extend onto roof min 2 inches and .25 inch below sheathing.

3) Fasten drip edge 4 inches oc maximum. for 140mph wind zone.

4) Dripedge installed over the underlayment shall have minimum 2" roofing cement applied over the drip edge flange.

H) Hip and Ridge Cap; Provide Hip and Ridge Cap at Hip Ridge and Ridge of Metal roof.

J) Color; Metal Sales "ColorFit40" 40yr Warranty "Forest Green" (26) or approved equal

29 ACCESSORIES

Contractor shall provide all Materials and Installation to complete the Work in this Section;

A) HC grab bars: shall meet 11-4.26.3 "FBC"; See plans for placement;

1. SS bars 1-1/2” round; Mount per plans; Provide 2x12 wood backing;

2. Bending stress of material 250lbf (1112n)

3. Shear stress of material or components of 250lbf (1112n)

4. Shear force of fastener or mounting device of 250lbf (1112n)

5. Tensile force of fastener of 250lbf (1112n)

6. Grab bars shall not rotate within their fittings

B) Pull Down Stair:

1. Standard wood folding attic stair installed in framing; Cut length to fit;

C) Restroom accessories:

Bobrick - Satin finish stainless; See Architect’s Room Finish Schedule & Finish Materials;

See Specs noted on schedules

1. B-39617 Classic Series recessed paper towel dispenser waste receptacle

2. Wall Mounted liquid soap dispensers by "City of Leesburg";

3. B-2892 Classic Series surface mounted twin jumbo-roll toilet tissue holders;

4. B-76717 Classic Series single robe hook for partition doors;

D) Signs: Mounted on latch side at 60" aff and 6" from jamb;

1. Provide ADA approved signs at restrooms;

2. Provide label for "Electrical" door as noted.

E) Fire Extinguishers:

1. Provide & Install Fire Extinguishers;

2. Provide wall mounts; In Restroom and Storage (3) required.

F) Address numbers:

1. Provide 911 Address Numbers;

30 FASCIA AND SOFFIT

Contractor shall provide all Materials and Installation to complete the Work in this Section;

A) Fascia:

1. Alcoa Aluminum prefinished wood grain fascia as shown on overhang and eyebrows;

2. Install over 2x6 wood subfascia using 1-1/2” Ringed Shank Aluminum nails.;

B) Soffit:

1. Alcoa Aluminum ventilated Soffit Panels as shown on overhang and eyebrows;

2. Install using 1/2” J - channel at wall;

3. Fasten to bottom of subfascia and blocking at 6” oc using 1-1/2” Screws (color to match soffit).

31 INSULATION

Contractor shall provide all Materials and Installation to complete the Work in this Section;

Contractor shall provide for the protection or replacement of work damaged by construction or weather.

Any material that gets damaged or wet is to be removed and replaced;

A) Insulating materials, where concealed as installed in buildings of any type construction shall have flame spread rating of not more than 25 and smoke-developed index not more than 450.

B) Wood Frame Construction:

1. Wood Frame Exterior wall: Nom-6” (R-19) Craft Faced Batt at exterior walls.

2. Wood truss ceiling provide Nom 9" (R-30) Craft Faced Batt at Ceilings.

D) Sound Damping:

Note: Includes all interior frame or metal framed walls, floor to deck or ceiling per plan.

1. Interior walls: 3-1/2” fiberglass sound batts Craft Face backing; Face tape at 24” oc vertical.

2. Interior Wood Floor: Nom-6” (R-19) Craft Face Batt at ceiling. Allow for Structure.

32 DRYWALL

Contractor shall provide all Materials and Installation to complete the Work in this Section;

Contractor shall provide for the protection or replacement of work damaged by construction or weather.

Any material that gets damaged or wet is to be removed and replaced;

A) Gypsum Drywall Board:

Note: ALL BOARD 5/8” TYPE-X as mfg. by "Gold Bond", "USG" or approved equal;

1. Edges and ends (all joints) of gypsum board shall occur at framing members or blocks.

2. Gypsum Drywall installed over framing; Prefill all joints with mud; Tape and finish;

3. See Room Finish Schedule for Materials and Finishes; Spray Textures "ASBO";

4. Gypsum shall not be used where there will be direct exposure to water;

5. Use dura-rock cement board or Fire-X drywall at ceramic tile areas;

6. Install 10" "Dura-Rock" at base of all restroom walls only. (NOT in Storage Area)

6. Attach with type "S" galvanized screws at 4" oc at edges and 8" in the field.

B) Ceilings:

ALL BOARD 5/8” TYPE-X on framing; Screw 4" oc at edges and 8" in the field. Hang, Tape and spray smooth finish or UNO per Room Finish Schedule;

C) Walls:

ALL BOARD 5/8” TYPE-X on framing; Screw 4" oc at edges and 8" in the field.

1. Provide Vinyl “J” on edges of drywall at Window & Door returns and frames;

2. Provide corner bead in main traffic patterns;

3. Hang, Tape and spray finish "Smooth" or UNO per Room Finish Schedule;

D) Preparation: Cover and protect other work.

1. Hang material; Attach with type "S" galvanized screws, 4" oc at edges and 8" in the field.

2. Prefill all joints with compound and then apply joint tape; Cover all screw heads.

3. Make several more applications of drywall compound until the wall is smooth.

4. Sand all joints and smooth; Remove all sanding dust from walls and ceilings before spray.

5. Make first spray application Level 5 all areas, Add Paint to spray, smooth finish.

6. Make a second application to apply the desired finish texture.

7. Difficent work will be noted and tagged with blue painters tape for refinish.

8. Clean up all trash, debris, plastic covering, over spray drywall compound drops and globs.

33 PAINTING

Contractor shall provide all Materials and Installation to complete the Work in this Section;

Contractor shall provide for the protection or replacement of work damaged by construction or weather.

See Architect’s Finish Schedules & Finish Materials lists; See Specs noted on schedules;

A) Paint and Stain materials mfg. by Sherwin-Williams or approved equal;

B) Exterior Finishes (UNO): Colors ASBO;

1. Walls: (1) one coat of “Loxon” primer and (2) two coats of 100% Acrylic satin finish; (3) Three coats;

a) 60% tint primer;

b) 80% tint 1 coat finish;

c) 100% color for final & touch;

2. Fiberglass Doors & Frames: (1) one coat primer; (2) two coats 100% Acrylic semi-gloss finish;

C) Interior Finishes (UNO): Colors ASBO; SW 6112 "Biscuit"

1. Drywall Ceilings: Two coats 100% Acrylic “Ceiling White” Gloss Finish;

2. Drywall Walls: Two coats 100% Acrylic, Gloss Finish;

3. Fiberglass Door Frames: 1 coat primer, 2 coats 100% Acrylic semi-gloss finish;

4. Fiberglass Doors: Therma-tru Fiberglass doors - Color "ASBO";

5. Painted Trim: 1 coat primer and 3 coats oil semi-gloss finish;

D) Preparation: Cover and protect other work.

1. Clean and prep all surfaces to be painted or stained

2. Make each application above. Architect or agent to inspect each application before next.

3. Caulk, seal, fill and sand smooth each application on finished wood and trim detail work.

4. Difficent work will be noted and tagged with blue painters tape for refinish.

34 WOOD TRIM MATERIAL

GC to provide all Materials and Installation to complete the Work in this Section;

GC to provide for the protection or replacement of work damaged by construction or weather.

See Architect’s Finish Schedules & Finish Materials lists; See Specs noted on schedules;

A) See Architect’s Plans for material sizes, locations and installation details;

B) See Plans & Room Finish Schedule; Styles & Colors ASBO;

C) Door Casing: Azek 2-1/4” synthetic with “square edge” design;

D) Bead Board: Provide beadboard paneling for porch ceiling.

E) Azek trim at porch post: 1" thick pvc trim boards, kerfed , glued and nailed per manufacturer

F) Brick mold around exterior doors Empire molding number 180

35 LABOR TO TRIM

Contractor shall provide all Materials and Installation to complete the Work in this Section;

Contractor shall provide for the protection or replacement of work damaged by construction or weather.

See Architect’s Finish Schedules & Finish Materials lists; See Specs noted on schedules;

A) See Architect’s Plans for material size, locations and installation details;

B) See plans for Door Schedule and Room Finish Schedule;

C) Install all doors & hardware;

D) Install all trim & casing per plans and schedules;

E) Install miscellaneous trim as needed;

F) Install Pull Down Stairs;

G) Install fire extinguisher wall mounted, HC Bars, Restroom Accessories;

20 CONCRETE SLAB ON GRADE

Note: Concrete material shall be 3,000 psi at 28 days; Slump 4 to 5 inches max.;

A) Main Floor Slab: Nominal Thickness 4” B) Vapor Barrier: 6 mil polyvinyl visqueen; Place on compacted and treated subgrade; Joints lapped not less than 6 inches; Tape all joint and penetration;

C) Wire Mesh: 6" x 6" 10ga welded wire reinforcement fabric located in the middle to the upper one third of the slab. Welded wire reinforcement fabric shall be supported with approved materials at spacing not to exceed 3 feet. Welded wire shall comply to ASTM A.

D) Interior Load Bearing Thickened Concrete slabs: See plans for size and reinforcement.

E) Steel Rebar Reinforcement:

1. Steel Rebar shall be bent cold;

2. Steel Rebar shall not be bent when partially embedded.

3. Hooks 8" into tie beam and 12" into footing;

4. Lap 40 bar diameter for 40 grade and 60 bar diameter for 60 grade;

5. Rebar shall be accurately placed and adequately supported before concrete is placed.

F) Anchor Bolts: See Plans for size, depth and placement; Bolts shall conform to ASTM A 307.

Allowable service loads per table 1912.2 FBC may be increased per Section 1605.3.2

G) Conveying: Concrete shall be done by method that will prevent separation or loss of materials and without interruptions sufficient to permit the loss of plasticity between successive increments. Once concrete pour has started, it shall be carried on as a continuous operation until placing of a panel or section, as defined by its boundaries.

H) Level: Install Concrete level (1/8 inch max in 10 feet) and with a smooth hard trowelled finish.

Saw Cut 1.5 inches deep at specific grid shown in plans. Saw Cut 9 to 12 hours after placing.

I) Concrete slab on grade shall comply with Florida Building Code Chapter 19 and ACI 318 J) Preparation: before concrete placement shall include:

1. Equipment for mixing and transporting concrete shall be clean. Debris and/or ice shall be removed from spaces to be occupied by concrete. Forms shall be properly coated.

2. Masonry filler units that will be in contact with concrete shall be properly drenched.

3. Reinforcement shall be thoroughly clean of ice or other deleterious coatings. Water shall be removed from place where concrete is being poured.

K) Ready mixed concrete shall be mixed and delivered in accordance with ASTM C 94 or ASTM C 685.

Concrete shall be mixed until there is a uniform distribution of materials and shall be discharged completely before mixer is recharged.

L) Placing Concrete: Concrete shall be placed as near as possible to its final position to avoid segregation. Timing shall be carried on at such a rate that the concrete is at all times plastic and flows readily into spaces between reinforcement.

M) Testing:

1. Qualified field testing technicians shall perform test on fresh concrete at the job site, prepare specimens required for curing under field conditions, prepare specimens required for testing in the laboratory and record the temperature of the fresh concrete when preparing specimens for strength test.

2. Testing frequency: 1 sample per 50 cyd or 3,000 square feet for each class of concrete.

3. Laboratory cured specimens; Samples test per ASTM C 172. Cylinders molded and cured in accordance with

ASTM C 31 and tested in accordance with ASTM C 39.

21 MASONRY

Contractor shall provide all Materials and Installation to complete the Work in this Section; Notes:

Masonry construction to comply with FBC 2104.1.1 thru 2104.5 & ACI 530.1/ASCE 6/TMS 602;

Masonry Units to comply with Florida Building Code Chapter 21 and ACI 530/ASCE 5/TMS 402;

A) Concrete Masonry Units;

1. Nominal 8 inches x 8 inches x 16 inches number 1 block; Lay in Running bond pattern;

2. See plans for heights and openings, course to level and plumb;

3. Concrete masonry units shall conform to ASTM C90 for load bearing;

4. Chases or recesses wider than 12 inches require lintels with 4" minimum bearing.

5. Masonry units shall not be supported by wood.

6. Top of unfinished masonry shall be protected. Broken block to be replaced.

7. Bracing of masonry walls during construction shall be provided and installed in accordance with "Practice for bracing masonry walls under construction".

8. Follow guidelines in FBC for cold and hot weather construction.

9. Provide wall clean outs (inspection holes) at each vertical filled cell for each pour.

B) Mortar & Joints:

1. All units shall be placed while the mortar is soft and plastic, in rows that are straight, level, plumb and consistent. Broken mortar joints shall be removed and reset in fresh mortar.

2. Masonry Mortar: shall conform to ASTM C 270 and proportions of table 2103.7(2).

3. Bed joints and head joints to be 3/8 inch thick +/- 1/16.

4. Head joints to be min 1.5 to 2.0 inches deep with mortar.

C) Vertical filled cells; Cells shall be filled with concrete and rebar as noted in plans

1. Concrete; Concrete Strength shall be 3,000 psi commercial pump mix.

2. Reinforcing; Deformed reinforcing bars shall conform with ASTM A 615.

Rebar as noted in plans vertical laps shall be 40 bar diameter for 40 grade rebar and 60 bar diameter for 60 grade rebar; Provide 8" hook into top KOL Tie Beam;

3. See plans for locations of filled cells D) Masonry openings;

1. See plan for size and locations of all masonry openings.

2. Provide precast and prestressed lintels per "Cast-Crete" chart with Load capacity stamp; Fill with

3,000 psi concrete and 1 - #5 rebar (grade 40) lap 25" min.

3. Provide precast sills at window openings.

4. Provide vertical filled cell on each side of masonry openings see plans; Course masonry units to allow for a full filled cell at each window and door opening.

E) Finish for exterior walls; See Exterior Elevations;

1. Stucco Finish Texture to be a floated “Sand “finish. Stucco to be Painted.

2. Trim details applied to exterior walls, See exterior elevations.

22 MASONRY HORIZONTAL / VERTICAL TIE BEAMS

Contractor shall provide all Materials and Installation to complete the Work in this Section;

Contractor shall provide and install the horizontal KOL Masonry Tie Beams, Vertical Masonry Filled Cells and Pilasters per plan. Pour in lifts as indicated in plans. not to exceed 8'-0" in single pour.

A) Concrete Masonry horizontal KOL Masonry Tie Beams;

1. KOL Masonry Unit Nominal 8” wide x 8” high x 16” long with knock out centers.

2. Place 1 #5 Rebar (grade 40) per course, per plans; Tie vertical steel at each intersection.

3. Intersecting walls and pilasters shall be anchored or bonded with an interlaced masonry bonding pattern at 24” or #5 Rebar with 8” U-hook at 32" oc vertical;

3. See plans for wall heights, course to level, square and plumb;

4. Top of unfinished masonry shall be protected. Broken block shall be replaced before pour.

5. Masonry units shall not be supported by wood, except for temporary bracing support.

6. Concrete masonry units shall conform to ASTM C90 for load bearing;

7. Bracing of masonry Tie Beams during construction shall be provided and installed in accordance with

"Practice for bracing masonry walls under construction".

8. Follow guidelines in FBC for cold and hot weather construction.

9. Provide wall clean outs (inspection holes) at each vertical filled cell for each pour.

B) Concrete Masonry vertical Filled Cells;

1. Place 1 #5 Rebar (grade 40) vertical in masonry unit cell per locations shown on plans;

2. Start in footing with 12” bend and tie to footing steel.

3. Extend upward continuously to top of masonry wall;

4. Lap and Tie vertical steel at each intersection. Provide 8” bend into top Tie Beam.

5. Intersecting walls and pilasters shall be anchored or bonded with an interlaced masonry bonding pattern at 24” or #5 Rebar with 8” U-hook at 32" oc vertical;

C) Precast Lintels;

1. See plan for size and locations of all masonry openings.

2. Lintels shall be precast or prestressed manufactured by "Cast-Crete".

3. Safe loads calculated based of "Cast-Crete" load chart. Units to have Load capacity stamp;

4. Fill with 3,000 psi concrete and 1 - #5 rebar (grade 40).

6. Openings wider than 12 inches require lintels with 4" minimum bearing.

D) Steel Rebar Reinforcement:

1. Steel Rebar shall be bent cold;

2. Steel Rebar shall not be bent when partially embedded.

3. Hooks 8" into tie beam and 12" bend into footing;

4. Lap 40 bar diameter for 40 grade and 60 bar diameter for 60 grade;

5. Rebar shall be accurately placed and adequately supported before concrete is placed.

6. Rebar shall be clean, free of mud, oil or other nonmetallic coatings.

E Concrete: 3,000 psi pump mix;

1. Fill all vertical and horizontal concrete Tie Beams, Filled Cells and Precast Lintels;

2. Ready mixed concrete shall be mixed and delivered in per ASTM C 94 or ASTM C 685.

3. Concrete shall be mixed until there is a uniform distribution of materials and shall be discharged completely before mixer is recharged.

G) Concrete Placement:

Place concrete as near as possible to its final position to avoid segregation. Timing shall be carried on at such a rate that the concrete is at all times plastic and flows readily into spaces between reinforcement.

H Roof Truss and Framing Anchors:

1. Truss straps shall be Simpson strong tie connectors or approved equal.

2. See construction documents for strap size, location, number and size of fasteners.

3. Straps shall be embedded into tie beam, depth per manufacturer's specifications.

4. Straps and Anchors shall be placed while concrete is pliable, anchors may not be driven or forced into place.

Missing, bent or misaligned straps shall be applied after tie beam has set.

5. Anchor bolts and Tie max. curb bolts shall be "A307" steel, embed at locations per plans.

36 DOORS, HARDWARE AND STORE FRONT SYSTEM

Contractor shall provide all Materials and Installation to complete the Work in this Section;

Contractor shall provide for the protection or replacement of work damaged by construction or weather.

See Architect’s Finish Schedules & Finish Materials lists; See Specs noted on schedules;

See Architect’s Plans for locations and sizes; See Door Schedule for types and hardware;

Contractor shall Submit Shop Drawings; “Field Measured” Rough Opening Sizes for each opening.

A) Exterior Steel Doors:

Note: See Architect Plan for location and sizes; See Door Schedule for types and hardware;

1. Door: Ceco Insulated Ultrador

a) 1-3/4" Polystyrene, 18 ga. fully welded, full-flush steel door

b) 14 ga. closer reinforement

c) (2) 4-1/2" full mortised hinge provisions with 7 ga. hinge reinforcement

2. Frame: 16 ga. fully welded steel frame

a) Include provisions on frame for silencers to be installed

3. Hinges: Hager ECBB1101 Grade 1

a) Five Knuckle Full Mortise, Ball Bearing Standard Weight

b) Stainless Steel with Stainless Steel Pin, 0.134 ga., 4-1/2" x 4-1/2"

4. Push / Pulls; Door Closers; Weather stripping; Bug sweeps;

5. Hardware: "Scchlage" 70 TJ ( top jamb bracket for in-swing door

"Schlage" PS 902 - BBK (power supply with battery backup) "Schlage" 653-04 CYL-SF-626 with an SC1 keyway (key switch with cylinder) "Schlage" Scan II-W (request to exit motion) "Schlage" 621-AL-DA-SF626 (push button delay action) "Schlage" CT5000 (controller)

Contractor shall provide and install the magnetic locking system in the space provided on the Schedule of bid items City shall be responsible for programming the controller for timed operation.

B) Interior Doors Note: See Architect Plan for location and sizes; See Door Schedule for types and hardware;

1. Doors: Fiberclassic Therma-tru, Solid Core, 1-3/4” thick;

a) Finish; Painted Finish ASBO as noted; See Door Schedule;

b) Frame: Fiberglass Jambs;

c) Fire Rating: N/A

d) Lockset: “Levon” lever style with 2-3/4” backset; Panic Release as noted;

e) Hardware: 3 Hinges and hardware…