Addendum_2.pdf

PUR-F-212 Rev. 11/2016

City of Sanford | Finance Department | Purchasing Division 300 N. Park Avenue Suite 236, Sanford, Florida 32771

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov ADDENDUM #02 IFB 23/24-38 Cleaning Restroom Parks Restrooms

DATE: October 14, 2024

TO: All Bidders/Proposers

FROM: Chase Kaiser – Purchasing Coordinator

City of Sanford Purchasing Division

SUBJECT: IFB 23/24-38 Cleaning Restroom Parks Restrooms | ADDENDUM #02

This addendum is issued to provide additional information, clarification, corrections, additions, deletions and/or answers to questions concerning the above referenced solicitation. All information provided in this addendum is incorporated into the solicitation document as set forth therein. All other parts of the solicitation have been maintained as originally distributed. This addendum supersedes any verbal and/or other instructions given to any bidder/proposer qualified to respond pursuant to the requirements set forth in the solicitation document.

I. DUE DATE

This Addendum does not change the solicitation due date. As such, the solicitation response is due no later than October 31st, 2024 at 2:00 PM Local Time.

II. QUESTIONS AND ANSWERS (Q&A)

The City has received the following question(s) concerning the solicitation:

N/A

III. CHANGES, ADDITIONS AND/OR CLARIFICATIONS

IV. SIGN-IN SHEET

V. ATTACHMENTS

Sanford parks restrooms floor plans mailto:purchasing@sanfordfl.gov

PUR-F-212 Rev. 11/2016

City of Sanford | Finance Department | Purchasing Division 300 N. Park Avenue Suite 236, Sanford, Florida 32771

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov ADDENDUM #02 IFB 23/24-38 Cleaning Restroom Parks Restrooms

Respondents must acknowledge receipt of this Addendum by signing this form below and returning it to the Procurement Division prior to the hour and date specified for receipt of bids/proposals or by including this Addendum with your submittal. Failure to comply may result in disqualification of your response.

Acknowledgment is hereby made of Addendum #02 to IFB 23/24-38 Cleaning Restroom Parks Restrooms.

Name of Firm/Company Contact Email

Street Address City, State, Zip Code

Telephone Number Fax Number

Authorized Person Printed Name Authorized Person Title

Authorized Person Signature Date of Signature mailto:purchasing@sanfordfl.gov

This item has been electronically signed and sealed by Robert Jeffrey Powell, AR# 94675 using a Digital Signature. Print copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Robert Jeffrey Powell, AIA Florida Licensed Architect #AR94675

This item has been electronically signed and sealed by Robert Jeffrey Powell, AR# 94675 using a Digital Signature. Print copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

WOMEN'S

RESTROOM

MEN'S

RESTROOM

PLUMBING

CHASE

7'-0" 8'-5"

20'-6"

5'-4"

6'-8" 7'-2" 6'-8"

5'-4"

100 200

100 200

NOTE:

EXISTING GATE

TO REMAIN

EXISTING LAV.

EXISTING URINAL

EXISTING LAV.

EXISTING WATER

CLOSET

EXISTING WATER

CLOSET

EXISTING LAV.

EXISTING WATER

CLOSET

EXISTING LAV.

EXISTING

FIXTURE

EXISTING

FIXTURE

WOMEN'S

RESTROOM

MEN'S

RESTROOM

PLUMBING

CHASE

7'-0" 8'-5"

20'-6"

5'-4"

6'-8" 7'-2" 6'-8"

5'-4"

2 2

100 200

100 200

NOTE:

EXISTING GATE

TO REMAIN

DEMOLITION KEY NOTES:

REMOVE AND PREPARE TO REPLACE ALL TOILETS, URINALS AND LAVATORIES.

1 REMOVE AND PREPARE TO REPLACE ALL RESTROOM STALL PARTITIONS AND STALL DOORS.

REMOVE AND PREPARE TO REPLACE ALL RESTROOM ACCESSORIES AND GRAB BARS.

REMOVE AND PREPARE TO REPLACE ALL DOORS.

STRIP AND PREPARE TO INSTALL NEW TILE.

REMOVE DORMER & LOUVER. CUT RAFTER TO RIDGE BEAM. (SEE DETAILS ON A4.1)

REMOVE EXISTING SHINGLES, UNDERLAYMENT & SHEATHING. PREPARE FOR NEW

SHEATHING, UNDERLAYMENT AND SHINGLES.

REMOVE & REPLACE FASCIAS AND EAVES

EXISTING PLAN / SCOPE OF WORK NOTES:

1. THIS PLAN IS NOT INTENDED TO BE ALL-INCLUSIVE, ACTUAL CONDITIONS MAY VARY. G.C. SHALL VERIFY EXISTING CONDITIONS PRIOR TO

CONSTRUCTION

2. FIELD VERIFY EXISTING WALL RATINGS, NOTIFY ARCHITECT OF ANY VARIATIONS FROM PLAN.

DEMOLITION GENERAL NOTES:

1. G.C. SHALL BE RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED TO INSTALL NEW WORK AS SHOWN OR AS OTHERWISE INDICATED ON

THIS SET OF CONSTRUCTION DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

a. REMOVE NON-LOAD BEARING WALLS AS INDICATED INCLUDING DOORS AND FRAMES, AND ALL OTHER ITEMS INDICATED TO BE

REMOVED ON THIS SET OF CONSTRUCTION DOCUMENTS.

b. CONTRACTOR MUST PLAN, SCHEDULE, AND COORDINATE ALL REMOVALS (AND NEW WORK) TO AVOID INTERRUPTION OF

SERVICES, ELECTRICAL, HVAC, PLUMBING, AND FIRE PROTECTION.

c. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE SCOPE OF

WORK FOR THIS PROJECT. G.C. SHALL REPORT ANY PROBLEMS AND/OR DISCREPANCIES TO THE ARCHITECT OR OWNER PRIOR

TO THE COMMENCEMENT OF WORK.

d. REFER TO ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL NOTES ON DEMOLITION, MODIFICATIONS, AND

PHASING.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE EXISTING BUILDING RESULTING FROM WORK

ASSOCIATED WITH THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS RESULTING FROM DAMAGES

TO THE INSIDE OR OUTSIDE OF THE BUILDING AS A RESULT OF THE WORK. THE GENERAL CONTRACTOR SHALL ALSO BE RESPONSIBLE

FOR ANY AND ALL ALL MOLD TESTING, ABATEMENT OF HAZARDOUS MATERIALS, AND THE REQUIRED REPAIR LABOR, AND MATERIALS AT

NO COST TO THE OWNER.

3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR WEATHERPROOFING THE EXISTING BUILDING DURING THE COURSE OF THIS

PROJECT. THE G.C. SHALL ALSO BE RESPONSIBLE FOR REPAIRS TO ANY AND ALL WATER DAMAGE SUSTAINED AS A RESULT OF PROJECT

WORK WITH NO COST TO THE OWNER.

4. DEMOLITION SHALL BE PERFORMED IN A MANNER THAT WILL NOT DAMAGE ADJOINING SURFACES INDICATED TO REMAIN. SURFACES

SHALL BE PATCHED IF NECESSARY TO PROVIDE A SUITABLE SUBSTRATE FOR NEW FINISHES.

5. SITE VISIT - PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE FACILITY AND BECOME THOROUGHLY FAMILIARIZED WITH EXISTING

CONDITIONS. NO CLAIMS FOR ADDITIONAL WORK DUE TO OBSERVABLE CONDITIONS WILL BE CONSIDERED.

6. SCHEDULING - SCHEDULE DEMOLITION WORK WITH FACILITY ADMINISTRATION PRIOR TO START OF WORK TO MINIMIZE DISRUPTION OF

SERVICES AND PROVIDE FOR THE UNINTERRUPTED FUNCTIONING OF THE FACILITY.

7. OPENINGS - WHERE OPENINGS ARE CREATED IN EXISTING CONSTRUCTION SCHEDULED TO REMAIN BY DEMOLITION WORK INDICATED

HEREIN, SUCH AS REMOVAL OF EXISTING DOORS OR WINDOWS ON WALLS INDICATED TO REMAIN, NEW CONSTRUCTION SHALL BE OF

TYPE AND THICKNESS TO MATCH ADJACENT. FILL OPENINGS AND FINISHES INSTALLED TO MATCH EXISTING UNLESS NEW FINISHES ARE

SCHEDULED FOR THOSE SURFACES.

8. EXISTING SERVICES - WHERE EXISTING SERVICES SUCH AS PLUMBING, ELECTRICAL, ETC. ARE AFFECTED BY DEMOLITION WORK, SUCH AS

REMOVAL OF AN EXISTING PARTITION, THE SERVICES SHALL BE REMOVED TO A POINT WHERE THEY CAN BE CAPPED AND TERMINATED

UNLESS OTHERWISE SHOWN ON THE DRAWINGS OF THE SPECIFIC DISCIPLINE AFFECTED.

9. NEW FINISHES - WHERE NEW FINISHES ARE SCHEDULED FOR EXISTING OR RENOVATED SPACES, THE CONTRACTOR SHALL REMOVE

EXISTING FINISHES AND PREPARE SUBSTRATES TO RECEIVE NEW FINISHES AS SCHEDULED. PREPARATION OF SUBSTRATES SHALL

INCLUDE, BUT NOT LIMITED TO THE FOLLOWING IF DEEMED REQUIRED BY THE ARCHITECT:

- PATCHING AND/OR LEVELING OF FLOOR SLAB

- SKIM COATING OF GYPSUM WALLBOARD SURFACES

- SANDING OF METAL FRAMES, ETC.

10. WHERE WALLS, CEILINGS, AND /OR FINISHES ARE SHOWN TO BE REMOVED, ALL EXISTING INTERIOR COMMUNICATION, DATA, CABLE, ETC.

OUTLETS SHALL BE REMOVED. ALL EXISTING WIRING AND CONDUIT ASSOCIATED WITH THESE ITEMS SHALL ALSO BE REMOVED.

11. WHERE LIFE SAFETY LIGHTING AND/OR FIRE ALARM DEVICES ARE LOCATED ON PARTITIONS SCHEDULED FOR DEMOLITION, RELOCATE OR

REPLACE DEVICES AS SHOWN ON THE FLOOR PLAN (A3.1). CONTRACTOR MUST COORDINATE MODIFICATION OF FIRE ALARM SYSTEM

WITH EXISTING FIRE ALARM PROVIDER, AND SUBMIT ANY REQUIRED DOCUMENTATION TO THE BUILDING DEPARTMENT.

INSPECT AND REPAIR ANY

DAMAGED SIDING.

PREPARE SIDING TO BE

PAINTED

REMOVE EXISTING DOORS

AND REPLACE WITH NEW

DOORS.

PRESSURE WASH AND

PREPARE CONCRETE BLOCK

TO BE PAINTED.

PRESSURE WASH AND

PREPARE CONCRETE BLOCK

TO BE PAINTED.

EXISTING SPLIT FACE

BLOCK FINISH (TYP.)

EXISTING SPLIT FACE

BLOCK FINISH (TYP.)

A3.0

EXISTING FLOOR PLAN

DEMOLITION PLAN

EXISTING EXTERIOR /

DEMO ELEVATIONS

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

EXISTING FLOOR PLAN

A3.0

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

DEMOLITION PLAN

A3.0

PSA2019-16

APRIL 12, 2021

ARCHITECTURE I INTERIOR DESIGN

713 W. MONTROSE STREET ■ CLERMONT, FLORIDA 34711

PH: (352) 874-2340 ■ FAX: (877) 680-7183

www.powellstudioarch.com

AA# 26002236

1 2 3 4 5 6

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1 2 3 4 5 6

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© COPYRIGHT 2021 POWELL STUDIO ARCHITECTURE, LLC.

THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND

PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL

DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY

OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED,

EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION

WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE

USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION

FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN

CONSENT OF POWELL STUDIO ARCHITECTURE, LLC.

OWNER:

PROJECT NO:

REVISIONS:

DESCRIPTIONDATEMARK

ISSUE DATE:

OWNER / PROJECT:

PROFESSIONAL SEAL:

S A

N F

O R

D

P

A R

K

R E

S T

R O

O M

R

E M

O D

E L

R E

S T

R O

N

O V

A T

I O

N

S A

N F

O R

D

F

L

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

EXISTING FRONT ELEVATION

A3.0

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

EXISTING SIDE ELEVATION

A3.0

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

EXISTING REAR ELEVATION

A3.0

This item has been electronically signed and sealed by Robert Jeffrey Powell, AR# 94675 using a Digital Signature. Print copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

ROOM FINISH SCHEDULE

FLOORROOM NAME BASE REMARKSWALLS CEILING

MEN'S RESTROOM

P O

L I S

H E

D

C

O N

C R

E T

E

C A

R P

E T

V I N

Y L

C

M

P O

S I T

I O

N

T

I L

E

T I L

E

G W

B

S

M O

O T

H

N O

N E

V I N

Y L

T I L

E

W O

O D

T I L

E

G

R E

N

B

A

R D

G W

B

S

M O

O T

H

A C

O U

S T

I C

A

I L

I N

G

T

I L

E

RM. NUM.

DOOR SCHEDULE

NO.

FRAME

DOOR TYPE REMARKS

FIRE RATING

HARDWARE

SET

M1

200 HM

HARDWARE SET A

3.0 PR BUTTS 4-1/2 X 4-1/2 - BB1279-26D

1.0 PRIVACY LATCHSET - MO5402LN-26D X 497

1.0 DOOR CLOSER - 3501-689 X SNB

1.0 DEADBOLT KEYED (EXTERIOR OPERATION ONLY)

1.0 FLOOR STOP - 409-32D

3.0 SILENCERS

A

P A

I N

T E

D

C

O N

C R

E T

E

B

L O

C K

(NEW) 3'-0" x 7'-0" x 1-3/4"

HM

M1 A

(NEW) 3'-0" x 7'-0" x 1-3/4"

(NEW) 2'-0" x 7'-0" x 1-3/4"

HM M1

WOMEN'S RESTROOM

E X

P O

S E

D

DOOR NOTES:

1. FIELD VERIFY EXISTING DOOR & FRAME SIZE,

MATCH EXISTING.

2. DOOR BASIS OF DESIGN IS CECO DOOR

PRODUCTS, FLORIDA PRODUCT APPROVAL

FL#16355.2.

SEE DOOR NOTES

SEE DOOR NOTES

SEE DOOR NOTES

METAL

M1

DEADBOLT

WOMEN'S

RESTROOM

MEN'S

RESTROOM

PLUMBING

CHASE

7'-0" 8'-5"

20'-6"

5'-4"

6'-8" 7'-2" 6'-8"

5'-4"

100 200

100 200

WC-1

L-1

WC-1

L-1

WC-1

L-1

U-1

L-1

NEW FLOOR

TILE

NEW FLOOR

TILE

NEW TOILET

PARTITION

NEW TOILET

PARTITIONS &

DOORS (TYP.)

URINAL

SCREEN

3'-0"

NEW WALL TILE

NEW FLOOR

TILE

NEW WALL TILE

NEW ADA

SIGNAGE

NEW ADA

SIGNAGE

NEW HAND DRYER NEW HAND DRYER

EXISTING FIXTUREEXISTING FIXTURE

N E

W

S

U R

F A

U

N T

D

I G

H T

F

X

T U

I L

I N

G

C O

O R

D

E

X A

C

A T

I O

N

W

O

W N

E R

C

O N

T R

A C

T O

R

T

O

V E

R I F

Y

L

O C

A T

I O

N

O

F

E

X I S

T I N

G

P

A N

D

T O

E X

I S

T I N

G

C

I R

C U

S

N

E C

E S

S A

R Y

EF-1 IN CEILING

(150 CFM)

EF-1 IN CEILING

(150 CFM)

MODELNUMBER TRADENAME PRODUCT MATERIAL

NEW RESTROOM

STALL PARTITIONS

AND STALL DOORS.

NEW TOILETS,

URINALS AND

LAVATORIES.

NEW TOILETS, URINALS

AND LAVATORIES.

NEW RESTROOM

ACCESSORIES

AND GRAB BARS.

NEW RESTROOM

ACCESSORIES AND

GRAB BARS.

NEW DOOR

NEW WALL

TILE

NEW FLOOR TILE

NEW GYP.

CEILING.

NEW MIRRORS

M

A X

M

A X

36" S.S.

GRAB BAR

42" S.S.

GRAB

BAR

12" MIN.

M

I N

M

A X

T

O

B

T M

F

L E

C T

I V

E

S

U R

F A

C E

M

A X

M

I N

NEW WALL

TILE

NEW FLOOR TILE

42" S.S.

GRAB BAR

36" S.S.

GRAB BAR

NEW TOILETS,

URINALS AND

LAVATORIES.

M

I N

NEW RESTROOM

ACCESSORIES

AND GRAB BARS.

42" S.S.

GRAB BAR

36" S.S.

GRAB BAR

NEW GYP.

CEILING.

NEW WALL

TILE

M

A X

NEW RESTROOM

STALL PARTITIONS

AND STALL DOORS.

NEW TOILETS,

URINALS AND

LAVATORIES.

NEW MIRRORS

NEW WALL

TILE

NEW DOOR

NEW FLOOR TILE NEW FLOOR TILE

M

A X

M

A X

M

A X

T

O

B

T M

F

L E

C T

I V

E

S

U R

F A

C E

PLUMBING SCHEDULE

WC-1

WALL HUNG ACCESSIBLE WATER CLOSET

VITREOUS CHINA, 1.28 GALLON, WALL HUNG, SIPHON JET, ELONGATED CLOSET BOWL WITH 1-1/2" TOP SPUD.

1.28 GALLON CHROME PLATED FLUSH VALVE (EXPOSED), 1-INCH I.P.S. SCREW DRIVER ANGLE STOP WITH PROTECTIVE

CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-1/2" TOP SPUD, DIE

CAST WALL FLANGE WITH SET SCREW, SPUD FLANGE, SOLID RING PIPE SUPPORT AND ADA HANDLE. HANDAL SHALL BE

MOUNTED ON WIDE SIDE OF STALL OR ROOM.

SEAT SHALL BE EXTRA HEAVY SOLID PLASTIC WITH STAINLESS STEEL SELF SUSTAINING CHECK HINGE, OPEN FRONT

LESS COVER.

FULLY ADJUSTABLE CLOSET CARRIER ADJUSTED TO ACCESSIBLE HEIGHT, SEE ARCHITECTURAL.

BASIS OF DESIGN

CHINA - AMERICAN STANDARD - 2257.001.020

FLUSH VALVE - AMERICAN STANDARD - 6047121.002/6065810

SEAT - BEMIS - 1665-SS

CARRIER - ZURN - 1200 SERIES

U-1

WALL HUNG ACCESSIBLE URINAL

VITREOUS CHINA, 0.125 GALLON WALL HUNG, SIPHON JET URINAL WITH INTEGRAL FLUSHING RIM, INTEGRAL TRAP, WALL HANGERS, AND 2

INCH FEMALE FLANGED OUTLET CONNECTION.

0.125 GALLON CHROME PLATED FLUSH VALVE (EXPOSED), 3/4-INCH I.P.S. SCREWDRIVER CHECK ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 3/4" TOP SPUD, DIE CAST WALL FLANGE WITH

SET SCREW, SPUD FLANGE AND SOLID RING PIPE SUPPORT.

FULLY ADJUSTABLE URINAL CARRIER ADJUSTED TO ACCESSIBLE HEIGHT, SEE ARCHITECTURAL.

BASIS OF DESIGN

CHINA - AMERICAN STANDARD - 6590125.020/6065810

FLUSH VALVE - AMERICAN STANDARD - 6045013.002/6065810

CARRIER - ZURN - 1222

L-1

ACCESSIBLE WALL HUNG LAVATORY

VITREOUS CHINA LAVATORY 20"x18", PUNCHED FOR SINGLE HOLE FITTING AND CONCEALED ARM CARRIER SUPPORT.

SINGLE COLD WATER BRASS FAUCET, 0.5 GPM FLOW REGULATOR, CHROME PLATED PUSH BUTTON HANDLE WITH COLD

WATER CODED INDEX.

PRE-INSULATED CHROME PLATED WHEELCHAIR LAVATORY STRAINER, CAST GRID DRAIN PLUG WITH STRAINER AND OFFSET

DRAIN ASSEMBLY WITH 1-1/4 INCH O.D. TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4" X 1-1/2" BRASS P-TRAP WITH CLEANOUT.

PRE-INSULATED 1/2" COMPRESSION X 3/8 INCH COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH CHROME PLATED

12" FLEXIBLE RISERS AND ESCUTCHEONS.

FULLY ADJUSTABLE LAVATORY CARRIER ADJUSTED TO ACCESSIBLE HEIGHT.

BASIS OF DESIGN

CHINA - AMERICAN STANDARD - 0356.421

FAUCET - T&S BRASS - B0805-VF05

STRAINER / TRAP / STOPS - MCGUIRE - 2125WC

CARRIER - ZURN ZR-1200 SERIES

TOILET ACCESSORIES

FURNISHED BY INSTALLED BYMARK DESCRIPTION MFGR. MODEL NO.

TEMPERED GLASS WELDED-FRAME MIRROR

SOAP DISPENSER

1-1/2" DIA. GRAB BAR S.S. PEENED GRIP,

CONCEALED MOUNT W SNAP-FLANGE COVER

JUMBO ROLL TOILET TISSUE DISPENSER

SMARTdri HAND DRYER

COVER FINISH - WHITE

COVER MATERIAL - ALUMINUM

BOBRICK # B-2908-2436

BOBRICK

BOBRICK

BOBRICK

WORLD

DRYER

# B-111

B-2890

# B-6806 X 42"

K-974

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

OWNER

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

OWNER

RENOVATION NOTE:

ALL LIGHTING FIXTURES AND EXHAUST FANS ARE

TO MATCH EXISTING.

MECHANICAL NOTES:

1. EF-1 BATHROOM EXHAUST FANS: BASIS OF DESIGN = GREENHECK SP-A190-QD, 156-229

CFM, 115V/1PH / 60HZ, OR EQUAL. FAN SHALL BE ENERGY STAR RATED, WITH

ACOUSTIC INSULATION TO ENSURE QUIET OPERATION. SEE PLAN FOR LOCATION AND

REQUIRED CFM.

2. EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF AND PROPERLY SEALED FOR

WATER TIGHT INSTALLATION. (SEE DETAIL 5/A3.1)

3. PROVIDE INDEPENDENT OCCUPANCY SENSOR TO CONTROL EXHAUST FAN OPERATION.

ELECTRICAL CONTRACTOR SHALL CIRCUT FAN TO EXISTING BUILDING ELECTRICAL

PANEL IN ACCORDANCE WITH N.E.C.

A3.1

FLOOR PLAN

SCHEDULES

INTERIOR ELEVATIONS

NOT TO SCALE

DOOR & FRAME TYPES

A3.1

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

FLOOR PLAN

A3.1

PSA2019-16

APRIL 12, 2021

ARCHITECTURE I INTERIOR DESIGN

713 W. MONTROSE STREET ■ CLERMONT, FLORIDA 34711

PH: (352) 874-2340 ■ FAX: (877) 680-7183

www.powellstudioarch.com

AA# 26002236

1 2 3 4 5 6

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1 2 3 4 5 6

B

C

D

© COPYRIGHT 2022 POWELL STUDIO ARCHITECTURE, LLC.

THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND

PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL

DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY

OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED,

EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION

WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE

USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION

FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN

CONSENT OF POWELL STUDIO ARCHITECTURE, LLC.

OWNER:

PROJECT NO:

REVISIONS:

DESCRIPTIONDATEMARK

ISSUE DATE:

OWNER / PROJECT:

PROFESSIONAL SEAL:

S A

N F

O R

D

P

A R

K

R E

S T

R O

M

O D

E L

R E

S T

R O

N

O V

A T

I O

N

S A

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O R

D

F

L

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

MEN'S RESTROOM INTERIOR ELEVATION

A3.1

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

WOMEN'S RESTROOM INTERIOR ELEVATION

A3.1

02/09/22 BUILDING DEPT. COMMENTS

This item has been electronically signed and sealed by Robert Jeffrey Powell, AR# 94675 using a Digital Signature. Print copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

NEW BERRIDGE OR APPROVED EQUAL

STANDING SEAM METAL ROOF SYSTEM

(COLOR TO MATCH EXISTING PARK PAVILIONS

- FIELD VERIFY) OVER PEEL-N-STICK

UNDERLAYMENT OVER

" APA STRUCTURAL I

RATED SHEATHING, EXPOSURE I, SPAN

48"X96" SQUARE EDGE

PAINTED SIDING

NEW DOORS

(SEE SCHEDULE)

PAINT EXISTING

EXTERIOR WALL

FINISH

NEW ALUMINUM

FASCIAS & SOFFIT

EXISTING FINISH

(F.V.)

EXISTING FINISH

(F.V.)

PAINT EXISTING

EXTERIOR WALL

FINISH

RIDGE VENTRIDGE VENT

NEW BERRIDGE OR APPROVED EQUAL

STANDING SEAM METAL ROOF SYSTEM

(COLOR TO MATCH EXISTING PARK

PAVILIONS - FIELD VERIFY) OVER

PEEL-N-STICK UNDERLAYMENT OVER

APA STRUCTURAL I RATED SHEATHING,

EXPOSURE I, SPAN

, 48"X96" SQUARE

EDGE

RIDGE VENT

REMOVE LOUVERS

AND 2 X 4'S

REMOVE

RAFTER/POST

CONNECTORS

REMOVE

RAFTER/POST

CONNECTORS

CUT RAFTER AT

RIDGE

EXISTING STEEL RAFTER

CONNECTOR TO REMAIN

EXISTING RAFTERS

REMOVE EXISTING SHINGLES,

UNDERLAYMENT & SHEATHING.

PREPARE FOR NEW

" SHEATHING,

UNDERLAYMENT AND SHINGLES.

IMETCO, BERRIDGE OR

APPROVED EQUALSTANDING

SEAM ROOF BEYOND

"GRACE" VTCOR ULTRA OR

EQUAL

TOP CHORD OF TRUSS BEYOND

5/8" CDX PLYWOOD

LOCATE AND COORDINATE LOCATION

OF VENT ℄ BETWEEN PANEL AND

BEAMS

EXISTING VENT PIPE

STAINLESS STEEL WORM GEAR CLAMP

RUBBER PIPE FLASHING SET IN CONT.

BEAD OF SEALANT

FASTENER THROUGH FLASHING & PANEL ON

CENTER LINE. DON NOT ATTACH TO DECK

RIDGE TRIM

HEAD CLOSURE TRIM W/NEOPRENE BLOCK

SET IN RIDGE TRIM

PANEL CLIP

FASTENER

VENTED HOLD DOWN CLEAT

SEAM CAP

NOTE: NO FASTENER

PENETRATIONS THROUGH

PANEL AT RIDGE

"GRACE" VYCOR ULTRA OR EQUAL

FASTENERS 2 PER CLIP #14

DECK RAWL

5/8" PLYWOOD DECK W/"H"

CLIPS

RAKE TRIM

GABLE CLIP

FASTENER W/ NEOPRENE WASHER, PRE-PAINTED

STAINLESS STEEL RIVET @ EACH GABLE CLIP

TYP. WATERPROOFING MEMBRANE "GRACE" VYCOR ULTRA OR EQUAL

TYP. 5/8 CDX PLYWOOD W/"H" CLIPS

TYP. 2"X4" @ 24" O.C.

TYP. 5/8 CDX PLYWOOD W/ "H" CLIPS

12" "V" GROOVE ALCOA VENTED SOFFIT

FASTENERS (2) PER CLIP

FIELD CLINCH 2" @36"

O.C. MAX.

HOLD-DOWN

CLEAT

2X WOOD FASCIA

(FIELD VERIFY)

FOR PANEL TERMINATION OPTIONS

NOM.

N O

M

GENERAL NOTES:

1. PLYWOOD ROOF SHEATHING - ATTACH WITH GALVANIZED 10d NAILS AT 6" O.C. EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. USE

8'-0" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING. STAGGER PANEL END JOINTS 4'-0" TYP., ALLOW

" SPACE ALONG PANEL

EDGES AND END JOINTS.

A4.1

EXTERIOR ELEVATIONS

AND DETAILS

PSA2019-16

APRIL 12, 2021

ARCHITECTURE I INTERIOR DESIGN

713 W. MONTROSE STREET ■ CLERMONT, FLORIDA 34711

PH: (352) 874-2340 ■ FAX: (877) 680-7183

www.powellstudioarch.com

AA# 26002236

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© COPYRIGHT 2022 POWELL STUDIO ARCHITECTURE, LLC.

THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND

PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL

DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY

OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED,

EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION

WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE

USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION

FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN

CONSENT OF POWELL STUDIO ARCHITECTURE, LLC.

OWNER:

PROJECT NO:

REVISIONS:

DESCRIPTIONDATEMARK

ISSUE DATE:

OWNER / PROJECT:

PROFESSIONAL SEAL:

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

FRONT ELEVATION

A4.1

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

SIDE ELEVATION

A4.1

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

REAR ELEVATION

A4.1

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

EXISTING / DEMO RIDGE DETAIL

A4.1

SCALE: 1" = 1'-0"

VENT STACK DETAIL

A5.3

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

STANDING SEAM RIDGE DETAIL

A4.1

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

STANDING SEAM GABLE END DETAIL

A4.1

02/09/22 BUILDING DEPT. COMMENTS

This item has been electronically signed and sealed by Robert Jeffrey Powell, AR# 94675 using a Digital Signature. Print copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

GENERAL SPECIFICATIONS:

SECTION 00220: SPECIAL CONDITIONS

PART 1 - GENERAL

1.01 CODES

REFER TO THE LIST OF CODES AND STANDARDS ON SHEET A1.1 FOR CURRENT CODES THAT HAVE BEEN

USED IN THE DESIGN OF THE PROJECT. THESE CODES SHALL BE FOLLOWED BY THE CONTRACTOR FOR THE

CONSTRUCTION:

PART 2 - TEMPORARY CONSTRUCTION AND SERVICES

3.01 THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SPECIFIC ITEMS OF TEMPORARY CONSTRUCTION

AND SERVICES:

A. TEMPORARY ELECTRIC SERVICE:

1. TEMPORARY ELECTRIC SERVICE REQUIRED IN THE PERFORMANCE OF THE CONTRACT SHALL BE

FURNISHED AND PAID FOR BY THE CONTRACTOR WHO SHALL FURNISH, INSTALL AND MAINTAIN

ALL TEMPORARY TRANSFORMERS, METERS AND OTHER WIRING AND FITTINGS FOR BOTH LIGHT

AND POWER AT LOCATIONS REQUIRED IN THE WORK, AND SHALL BEAR THE COSTS OF

BRINGING SERVICE TO THE SITE AND FOR MAKING THE SERVICE CONNECTIONS.

2. BEFORE FINAL ACCEPTANCE, TEMPORARY ELECTRICAL SERVICE FACILITIES INSTALLED BY THE

CONTRACTOR SHALL BE REMOVED, AND THE SERVICE CONNECTIONS SEVERED IN ACCEPTABLE

MANNER.

3. ADEQUATE LIGHTING AND CONVENIENCE OUTLETS SHALL BE FURNISHED AND INSTALLED AS

MAY BE NECESSARY FOR PROPER PERFORMANCE AND INSPECTION OF THE WORK.

4. IF OPERATIONS ARE CARRIED OUT DURING HOURS OF DARKNESS, ADEQUATE FLOODLIGHTS,

CLUSTERS, AND SPOT ILLUMINATION SHALL BE FURNISHED AND MAINTAINED DURING ALL

HOURS THAT NATURAL ILLUMINATION IS DEEMED BY THE ARCHITECT AS BEING INSUFFICIENT

FOR THE WORK BEING PERFORMED.

B. CONSTRUCTION ENVIRONMENTAL CONTROL:

1. UNTIL SUCH TIME AS USE OF PERMANENT BUILDING SYSTEMS MAY BE EMPLOYED, EACH

CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND MAINTAIN AN ADEQUATE

CONSTRUCTION ENVIRONMENT WHICH SHALL PROTECT THE CONTRACTOR'S WORK AGAINST

THE HAZARDS OF COLD WEATHER, HOT WEATHER, EXCESSIVE DRY CONDITIONS, EXCESSIVE

HUMIDITY, OTHER UNSUITABLE ENVIRONMENT CONDITIONS WHICH MIGHT CAUSE DAMAGE OR

DEFECTS IN THE WORK.

2. THESE SPECIFICATIONS DESCRIBE SOME MEANS OF PROVIDING AND MAINTAINING PROTECTION

AGAINST HAZARDS OF SEVERE WEATHER AND CERTAIN VENTILATION REQUIREMENTS WHICH

SHALL BE INTERPRETED AS MINIMUM CONDITIONS WHICH MIGHT BE ENCOUNTERED.

3. EACH CONTRACTOR SHALL CARRY OUT SUCH RESPONSIBILITIES AND SHALL PROVIDE AND

MAINTAIN SUCH OTHER MEANS OF ENVIRONMENTAL CONTROL AS RECOMMENDED AND/OR

REQUIRED TO COMPLY WITH SPECIFIED MANUFACTURER'S RECOMMENDATIONS,

REQUIREMENTS HEREINAFTER SPECIFIED, OR OTHER CONDITIONS NEEDED IN PERFORMANCE

OF THE WORK.

4. EACH CONTRACTOR SHALL PROTECT HIS WORK AGAINST COLD WEATHER AND PROVIDE MEANS

TO MAINTAIN 40 DEGREES F., OR HIGHER TEMPERATURES AS DEEMED SUITABLE OR

NECESSARY TO THE WORK.

5. COSTS FOR FUEL CONSUMED THROUGH THE PERMANENT HEATING AND VENTILATING SYSTEM

DURING THE CONSTRUCTION PERIOD WILL BE BORNE BY THE GENERAL CONTRACTOR.

C. PROTECTION OF WORK IN PROGRESS:

1. WORK IN PLACE THAT IS SUBJECT TO INJURY, BECAUSE OF OPERATIONS BEING CARRIED ON

ADJACENT THERETO, SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH

ADEQUATE PROTECTION.

2. PERMANENT OPENINGS USED FOR THOROUGHFARES FOR THE INTRODUCTION OF WORK AND

MATERIALS TO THE STRUCTURE SHALL HAVE HEADS, JAMBS AND SILLS WELL BLOCKED AND

BOARDED.

3. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON

COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER, WHOLE, AND

UNBLEMISHED CONDITION.

END OF SECTION

SECTION 01100: INSTRUCTIONS TO CONTRACTOR

PART 1 - GENERAL

1.01 DESCRIPTION

A. THE WORK CONSISTS OF MINOR RENOVATION AND THE REPLACEMENT OF PLUMBING FIXTURES FOR

THE EXISTING RESTROOM BUILDING AT COASTLINE PARK FOR THE CITY OF SANFORD, FLORIDA, AS

WELL AS

1.02 SHOP DRAWINGS, PRODUCT DATA, SAMPLES

A. SUBMIT SHOP DRAWINGS FOR MANUFACTURED OR FABRICATED MATERIALS AS CALLED FOR IN THE

DRAWINGS OR THESE SPECIFICATIONS.

B. FULLY IDENTIFY DRAWINGS BY NAME, LOCATION, SUPPLIER'S NAME, DATE, DRAWING NUMBER, SPECIFICATIONS SECTION REFERENCE, ETC.

C. CONTRACTOR SHALL SUBMIT WITH SUCH PROMPTNESS AS TO CAUSE NO DELAY IN HIS WORK, OR

THAT OF ANY OTHER CONTRACTOR.

D. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SCHEDULE THE SUBMISSION OF SHOP

DRAWINGS FOR APPROVAL TO ALLOW ADEQUATE TIME FOR CHECKING OF DRAWINGS,

MANUFACTURE AND SHIPMENT OF ITEMS TO JOB SITE IN SUFFICIENT TIME TO PREVENT DELAY IN

THE PROGRESS OF THE WORK.

E. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE PREPARATION OF SHOP DRAWINGS

OF ITEMS WHICH WILL BE FURNISHED BY MORE THAN ONE MANUFACTURER BUT ARE DESIGNED TO

INTERFACE WHEN INSTALLED.

F. NUMBER OF SUBMITTALS REQUIRED:

1. SHOP DRAWINGS: SUBMIT FIVE (5) OPAQUE PRINTS.

2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS

THREE (3) COPIES TO THE ARCHITECT FOR REVIEW.

3. SAMPLES: SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION.

4. DESIGN CALCULATIONS/TEST REPORTS: SUBMIT THE NUMBER OF COPIES WHICH THE

CONTRACTOR REQUIRES, PLUS THREE (3) WHICH WILL BE RETAINED BY THE ARCHITECT AND

ENGINEER.

5. IN LIEU OF SUBMITTING HARD COPY SHOP DRAWINGS, CONTRACTOR MAY SUBMIT SHOP

DRAWINGS ELECTRONICALLY TO THE ARCHITECT IN PDF FORMAT.

G. SHOP DRAWINGS SUBMITTED TO THE ARCHITECT FOR HIS APPROVAL SHALL FIRST BE CHECKED

AND APPROVED BY THE CONTRACTOR, THE PRIMA-FACIE EVIDENCE OF WHICH SHALL BE A

"CHECKED" STAMP MARKED "APPROVED", OR "APPROVED AS NOTED" ON EACH COPY OF EACH SHOP

DRAWING, PLACED THEREON BY THE CONTRACTOR.

H. SHOP DRAWINGS RECEIVED WITHOUT THE CONTRACTOR'S "CHECKED" STAMP WILL BE CAUSE FOR

IMMEDIATE RETURN WITHOUT FURTHER ACTION.

I. EACH DRAWING CORRECTLY SUBMITTED WILL BE CHECKED BY THE ARCHITECT OR ENGINEER AND

RETURNED TO THE CONTRACTOR MARKED BY HIM IN ONE OF THE FOLLOWING WAYS:

1. APPROVED

2. APPROVED AS NOTED

3. RETURNED FOR CORRECTIONS

4. NOT APPROVED - REVISE AND RESUBMIT

J. SHOP DRAWINGS AND SUBMITTALS RECEIVED BY THE ARCHITECT FOR PARTS OF THE WORK WHICH

DO NOT REQUIRED SHOP DRAWINGS OR SUBMITTALS, AS CALLED FOR IN THE SEPARATE SECTIONS

OF THESE SPECIFICATIONS, WILL NOT BE REVIEWED AND WILL NOT BE RETURNED TO THE

CONTRACTOR.

K. SHOP DRAWING SUBMITTALS WHICH DIFFER FROM THE DRAWINGS AND SPECIFICATIONS AND

APPROVED BY THE OWNER SHALL BE DONE SO WITH THE UNDERSTANDING AND WARRANTY BY THE

CONTRACTOR THAT:

1. THE SUBSTITUTION WILL DO THE WHOLE JOB ADEQUATELY.

2. THE SUBSTITUTION WILL FIT THE ASSIGNED SPACE.

3. THE SUBSTITUTION CONFORMS TO ALL RELEVANT DETAILS OF THE DRAWINGS AND

SPECIFICATIONS.

4. THE SUBSTITUTION IS ACCORDING TO CODE AND THAT IT IS SAFE.

5. THE SUBSTITUTION IS ACCEPTABLE TO THE OWNER.

6. THE SUBSTITUTION IS ACCEPTABLE TO THE EFFECTED TRADES.

7. THE CONTRACTOR HAS AGREED WITH ALL EFFECTED CONTRACTORS TO PAY THEM FOR EXTRA

EXPENSES AND INCONVENIENCES CAUSED BY THE SUBSTITUTION.

8. THE SUBSTITUTION WILL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

9. THE CONTRACTOR AGREES THAT IF THE SUBSTITUTED MATERIAL, ITEM OR SYSTEM FAILS OR

DOES NOT PERFORM PROPERLY WITHIN THE FIRST TWELVE MONTHS AFTER THE DATE OF

SUBSTANTIAL COMPLETION, THEN THE CONTRACTOR SHALL REPLACE THE MATERIAL, ITEM OR

SYSTEM WITH THE SPECIFIED MATERIAL, ITEM OR SYSTEM AT NO COST TO THE OWNER.

END OF SECTION

PSA2019-16

APRIL 12, 2021

ARCHITECTURE I INTERIOR DESIGN

713 W. MONTROSE STREET ■ CLERMONT, FLORIDA 34711

PH: (352) 874-2340 ■ FAX: (877) 680-7183

www.powellstudioarch.com

AA# 26002236

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© COPYRIGHT 2022 POWELL STUDIO ARCHITECTURE, LLC.

THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND

PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL

DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY

OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED,

EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION

WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE

USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION

FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN

CONSENT OF POWELL STUDIO ARCHITECTURE, LLC.

OWNER:

PROJECT NO:

REVISIONS:

DESCRIPTIONDATEMARK

ISSUE DATE:

OWNER / PROJECT:

PROFESSIONAL SEAL:

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AS1.1

SPECIFICATIONS

SECTION 07620 FLASHING AND SHEET METAL

PART 1 - GENERAL

1.1 DESCRIPTION

A. WORK INCLUDES MIAMI-DADE COMPLIANCE FOR ALL FLASHINGS AND SHEET METAL

WORK AS SHOWN ON THE DRAWINGS AND REQUIRED TO PROVIDE A WATERTIGHT

BUILDING ENVELOPE AND OTHERWISE AS INDICATED. INSTALLATION SHALL BE IN

COMPLIANCE WITH MIAMI-DADE CERTIFICATIONS ASSOCIATED WITH THE PRODUCTS

BEING USED OR BEING TIED INTO.

B. RELATED WORK SPECIFIED ELSEWHERE:

1. SECTION 07530: TPO ROOFING

2. SECTION 09900: PAINTING

1.2 SUBMITTALS

A. SAMPLES: PROVIDE 3 COLOR SAMPLES FOR PREFINISHED COMPONENTS.

B. SHOP DRAWINGS: PROVIDE SHOWING SHAPES, SIZES, AND ANCHORING DETAILS FOR

ALL COMPONENTS.

1.3 QUALITY ASSURANCE

A. STANDARDS: HAVE ALL WORK DONE BY APPLICATORS APPROVED BY THE

MANUFACTURER OF THE MATERIALS AND INSTALLED IN STRICT ACCORDANCE WITH THE

MANUFACTURER'S DIRECTIONS, AND ALL APPLICABLE REQUIREMENTS OF FACTORY

MUTUAL ENGINEERING CORPORATION STANDARDS, CLASS A, TYPE I.

PART 2 - PRODUCTS

2.1 MATERIALS

A. WHERE SHEET METAL IS REQUIRED AND NO MATERIAL OR GAGE IS INDICATED ON THE

DRAWINGS, PROVIDE THE HIGHEST QUALITY AND GAGE COMMENSURATE WITH THE

REFERENCED STANDARDS USING AS MINIMUM, GALVANIZED SHEET STEEL.

B. GALVANIZED SHEET: ASTM A93, ZINC COATED, 1.25 OZ PER SQUARE FOOT SHEET STEEL.

C. ALUMINUM SHEET

D. FLEXIBLE THERMAL PLASTIC SHEET: CHLORINATED POLYETHYLENE.

E. ACCESSORY MATERIALS AND FASTENERS:

1. FASTENERS: SIZE AND TYPE TO FIT THE APPLICATION.

a. SAME MATERIAL AS SHEET METAL.

b. FOR ATTACHING COPPER: STAINLESS STEEL

2. SOLDER AND FLUX: TYPE RECOMMENDED FOR THE MATERIALS BEING USED.

3. PLASTIC CEMENT: ASTM D 2822

4. BITUMINOUS PAINT: ACID AND ALKALI RESISTANT TYPE, BLACK IN COLOR.

2.2 FABRICATIONS

A. GENERAL:

1. FABRICATE OF MATERIALS SCHEDULED.

2. IF NO SPECIFIC DETAILS ARE REQUIRED, COMPLY WITH THE RECOMMENDATIONS OF

THE "ARCHITECTURAL SHEET METAL MANUAL" OF THE SHEET METAL AND AIR

CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA).

3. SEPARATE DISSIMILAR METALS FROM EACH OTHER BY PAINTING EACH METAL

SURFACE IN THE AREA OF CONTACT WITH A BITUMINOUS COATING OR OTHER

PERMANENT SEPARATION TO PRECLUDE ELECTROLYSIS BETWEEN THE TWO

METALS.

4. PROVIDE FOR THERMAL EXPANSION ON RUNNING TRIM IN ITEMS EXPOSED FOR

MORE

THAN 15 FEET CONTINUOUS LENGTH AT A MINIMUM OF ONE JOINT EVERY 10 FEET.

5. LOCATE EXPANSION JOINTS WITHIN 2 FEET OF EACH CORNER OR INTERSECTION OF

SHEET METAL FLASHING AND TRIM.

6. FORM EXPOSED FACES FLAT AND FEE OF BUCKLES, EXCESSIVE WAVES AND

AVOIDABLE TOOL MARKS, CONSIDERING THE TEMPER AND REFLECTIVITY OF THE

METAL.

7. PROVIDE UNIFORM, NEAT SEAMS WITH MINIMUM EXPOSURE OF SOLDER, WELDS,

AND SEALANT.

8. EXCEPT AS OTHERWISE SHOWN, FOLD BACK THE SHEET METAL TO FORM A HEM ON

THE CONCEALED SIDE OF EXPOSED EDGES.

B. SEAMS:

1. FINISH FLAT LOCK SEAMS NOT LESS THAN 1" WIDE.

2. FINISH SOLDER-LAP SEAMS NOT LESS THAN 1" WIDE.

3. LAP UNSOLDERED PLAIN-LAP SEAMS NOT LESS THAN 3 INCHES UNLESS OTHERWISE

SPECIFIED.

4. MAKE FLAT SEAMS IN THE DIRECTION OF THE FLOW.

C. MISCELLANEOUS METAL FLASHINGS:

1. PERIMETER ROOF EDGE METAL DRIP FLASHINGS: FABRICATE FROM 0.027"

ALUMINUM IN A COLOR TO MATCH ADJACENT EXPOSED FINISHES.

2. PITCH PANS: 24 GAUGE GALVANIZED STEEL:

a. SIZE:

i. SIDES: MINIMUM OF 4 INCHES ABOVE ROOFING MEMBRANE.

ii. FLANGES: MINIMUM OF 4 INCHES.

iii. AREA: 2 INCHES GREATER IN WIDTH AND LENGTH THAN SUPPORT IT IS FLASHING.

D. COPINGS:

a. PROVIDE PRE-FINISHED .050 ALUMINUM COPINGS WITH KYNAR COATING

(KYNAR 500 OR HYLAR 5000), COLOR TO MATCH THE BUILDING EXTERIOR

FINISH, FROM STANDARD MANUFACTURER'S COLORS AS DETERMINED BY THE

ARCHITECT.

b. SUPPLY COPING SYSTEM COMPLETE WITH HOLD-DOWN CLEATS, SPLICE

PLATES AND

SNAP-ON COPINGS IN FINISHES AND COLOR TO MATCH COPING.

c. SIZE EACH COPING ACCORDING TO THE WALL TO WHICH COPING IS TO BE

ATTACHED.

d. FABRICATE COPINGS 3/4-INCH LARGER THAN THE WALL SIZE TO ALLOW FOR

MEMBRANES AND INCONSISTENCIES.

E. CONCEALED FLASHINGS:

a. USE NOMINAL .020 INCH THICK FLEXIBLE FLASHING MEMBRANES FOR

VERTICAL CONDITIONS SUPPORTING NO HEAD OF WATER.

b. SEALING SOLVENT: MANUFACTURER'S APPROVED BONDING LIQUID.

F. GUTTERS:

a. CONTINUOUS .032 ALUMINUM, COLOR TO MATCH ADJACENT BUILDING

FINISHES.

b. BOX STYLE

c. AS INDICATED ON THE PLANS

G. DOWNSPOUTS:

a. CONTINUOUS .032 ALUMINUM, 8”, 6” CORRUGATED RECTANGULAR, REFER TO

PLANS, COLOR TO MATCH ADJACENT BUILDING FINISHES.

PART 3 - EXECUTION

3.1 INSTALLATION

A. INSTALL METAL FLASHINGS AND TRIM IN STRICT ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS AND INSTRUCTIONS, PROVIDING PROPER EXPANSION JOINT MOVEMENT,

AS DETAILED IN MANUFACTURER'S INSTALLATION DATA.

B. COPINGS:

1. INSTALL COPING SYSTEM ON COMPRESSION PAD, ENSURING THAT COPING IS HELD

FIRMLY IN PLACE, AND TO ALLOW INSTALLATION WITH NO EXPOSED FASTENERS.

2. INSTALL SPLICE PLATES WITH THREE BEADS OF NON-ACID CURE SILICONE

CAULKING,

FIELD APPLIED, TO EACH SIDE OF THE SPLICE PLATE.

C. GUTTERS AND DOWNSPOUTS:

1. INSTALL WITH ALUMINUM STRAP HANGERS IN COMPLIANCE WITH MIAMI-DADE

COMPLIANCE.

2. INSTALL STRAP HANGERS FOR GUTTERS ON 2'-0" CENTERS MAXIMUM.

3. INSTALL STRAP HANGERS FOR DOWNSPOUTS AT 4'-0" ON CENTER MAXIMUM.

END OF SECTION

DIVISION 8 - DOORS AND WINDOWS

SECTION 08110 STEEL DOORS AND FRAMES

PART 1 - GENERAL

1.01 DESCRIPTION

A. SCOPE OF THE WORK:

1. FURNISH ALL METAL DOORS AND FRAMES AS SHOWN ON THE DRAWINGS, THE

SCHEDULES, AND AS SPECIFIED OF STANDARD TYPES.

B. RELATED WORK SPECIFIED ELSEWHERE:

1. SECTION 08210: WOOD DOORS

2. SECTION 08710: FINISH DOOR HARDWARE

3. SECTION 08810: GLASS AND GLAZING

4. SECTION 09900: PAINTING AND FINISHING

1.02 SUBMITTALS

A. SHOP DRAWINGS:

1. SUBMIT SCHEDULE USING THE SAME REFERENCING AS SHOWN ON THE DRAWINGS.

2. SUBMIT INDICATING DOOR AND FRAME SIZES, TYPES, ELEVATIONS, PROFILES,

SECTIONS, MATERIALS, GAUGES, FINISHES, REINFORCEMENT, ANCHORAGE,

DIMENSION AND LOCATION, SIZE AND DETAILS OF VISION (LITE) PANELS AND LOUVER

OPENINGS.

3. SUBMIT CERTIFICATION OF COMPLIANCE WITH HURRICANE RESISTANCE

REQUIREMENTS OF THE FLORIDA BUILDING CODE AND WIND LOAD CALCULATIONS

FOR ALL EXTERIOR STEEL DOORS AND FRAMES.

B. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT INFORMATION AND INSTALLATION

INSTRUCTIONS FOR EACH TYPE OF METAL DOOR SPECIFIED FOR USE ON THIS PROJECT.

1.03 QUALITY ASSURANCE

A. SUPPLY ALL METAL DOORS AND FRAMES BY ONE MANUFACTURER.

B. KNOCK-DOWN STEEL FRAMES SHALL NOT BE ACCEPTABLE FOR USE ON THIS PROJECT.

C. INDUSTRY STANDARDS:

1. STANDARD FOR FIRE DOORS AND WINDOWS, NFPA 80-2016

2. LIFE SAFETY CODE: NFPA 101-2015

D. ACCEPTABLE MANUFACTURERS:

1. STEELCRAFT MANUFACTURING-CINCINNATI, OHIO

2. CURRIES MANUFACTURING-MASON CITY IOWA

3. CECO MANUFACTURING-MILAN, TENNESSEE

E. FURNISH FIRE RATED COMPONENTS BEARING PERMANENTLY ATTACHED, METAL

EMBOSSED, FACTORY APPLIED PHYSICAL LABELS OF UNDERWRITER'S LABORATORIES,

INC., (UL) OR OTHER INDEPENDENT TESTING LABORATORY / AGENCY LOCATED AT HINGE

JAMB AND DOOR EDGE BETWEEN THE UPPER TWO HINGES.

1.03 DELIVERY AND STORAGE: DELIVER ALL MATERIALS UNDER PROTECTIVE COVER AND STORE IN

A DRY, ENCLOSED SPACE AT SITE.

PART 2 - PRODUCTS

2.01 MATERIALS

A. COLD ROLLED STEEL SHEETS: COMMERCIAL QUALITY, CARBON STEEL, COMPLYING WITH

ASTM A366 AND ASTM A568.

B. HOT ROLLED STEEL SHEETS AND STRIP: COMMERCIAL QUALITY CARBON STEEL, PICKLED

AND OILED, IN COMPLIANCE WITH ASTM A568 AND ASTM A569.

C. GALVANIZED STEEL SHEETS: COMMERCIAL QUALITY, ZINC COATED CARBON STEEL,

COMPLYING WITH ASTM A525 A60 ZINC COATING MILL PHOSPHATIZED WITH ASTM A526.

2.02 FABRICATION

A. DOORS:

1. FABRICATE TO SIZES SHOWN ON THE DRAWINGS; PROVIDE NECESSARY

CLEARANCES AND BEVELS TO PERMIT OPERATION WITHOUT BINDING AND TO

ACCOMMODATE THRESHOLDS WHERE REQUIRED.

2. INTERIOR DOORS: SEAMLESS FACE SHEET STEEL OF NOT LESS THAN 18 GAUGE

FIRST GRADE, COLD ROLLED STEEL.

3. EXTERIOR DOORS: SEAMLESS FACE SHEET STEEL OF NOT LESS THAN 16 GAUGE

STEEL

4. MINIMUM HARDWARE REINFORCEMENT SHALL BE AS FOLLOWS:

A. HINGES: 7 GAUGE

B. STRIKES: 16 GAUGE

C. CLOSERS: 12 GAUGE

D. SURFACE MOUNTED HARDWARE: 12 GAUGE

5. SOUND DEADENING MATERIAL: INORGANIC, NONCOMBUSTIBLE.

6. GLASS MOLDINGS AND STOPS:

A. FIXED STEEL SHAPES SECURELY FASTENED TO DOOR.

B. LOOSE STOPS NOT LESS THAN 20 GAUGE STEEL, MITERED CORNER JOINTS, SECURED

WITH CADMIUM OR ZINC COATED COUNTERSUNK SCREWS.

7. CLEAN THOROUGHLY, FILL JOINTS SMOOTH AND PRIME WITH FACTORY BAKED-ON

NEUTRAL GRAY RUST-INHIBITING PAINT, TESTED IN ACCORDANCE WITH ASTM D-714

AND B-117.

B. FRAMES:

1. EXTERIOR FRAMES: FABRICATE OF 16-GAUGE GALVANIZED MATERIAL AND 14-GAUGE

MATERIAL FOR OPENINGS OVER 4'-0" WIDE.

2. STANDARD INTERIOR FRAMES: FABRICATE OF 16-GAUGE MATERIAL.

3. MAKE BREAKS, ARISES AND ANGLES STRAIGHT, SHARPLY DEFINED AND TRUE.

4. MITER CORNERS, ACCURATELY FIT, WELD AND GRIND SMOOTH TO PROVIDE

INVISIBLE JOINTS.

5. MAKE ALL FRAMES DOUBLE RABBET AND CASED OPENINGS, FURNISHED AND

INSTALLED AS SHOWN ON THE DRAWINGS.

6. PROVIDE NOT LESS THAN THREE 14-GAUGE ANCHORS PER JAMB SPACED FOR

MAXIMUM STIFFNESS. FOR FRAMES FOR DOORS TALLER THAN 7' 0” PROVIDE 4

ANCHORS PER JAMB.

7. PROVIDE -INCH LONG FILLET WELD TO INSIDE FACE OF JAMBS AT TOP AND BOTTOM

ANCHORS.

8. PROVIDE 14-GAUGE ADJUSTABLE FLOOR CLIPS AT EACH JAMB, PUNCHED FOR

SECURING TO FLOOR.

9. NOTCH, MITER, WELD AND FINISH SMOOTH ALL HEADS AND JAMBS.

10. MAKE CUTOUTS FOR REQUIRED HARDWARE FROM TEMPLATES FURNISHED.

11. PROVIDE ANGLE SPREADER FOR FRAMES DURING SHIPPING, HANDLING AND

INSTALLATION.

12. CLEAN THOROUGHLY AND PAINT WITH ONE COAT NEUTRAL RUST-INHIBITING PRIMER

TESTED PER ASTM D-714 AND B-117.

13. MINIMUM HARDWARE REINFORCEMENT SHALL BE AS FOLLOWS:

A. HINGES: 7 GAUGE

B. STRIKES: 16 GAUGE

C. CLOSERS: 12 GAUGE

D. SURFACE-MOUNTED HARDWARE: 12 GAUGE

14. SHOP APPLY BACK SURFACES OF FRAMES SCHEDULED FOR GROUT FILL SET IN

MASONRY OR CONCRETE WITH HEAVY-BODIED BITUMINOUS PAINT.

PART 3 - EXECUTION

3.01 INSTALLATION

A. GENERAL:

1. EXCEPT FOR FRAMES LOCATED IN CAST-IN-PLACE CONCRETE, PLACE FRAMES PRIOR

TO SURROUNDING CONSTRUCTION OF ENCLOSING WALLS AND CEILINGS USING 3

ANCHORS PER JAMB LOCATED AT STRIKE AND HINGE POINTS FOR DOORS UP TO 7'-0"

AND 4 ANCHORS FOR DOORS OVER 7'-0" TALL.

2. SET FRAMES ACCURATELY IN POSITION, PLUMBED, ALIGNED AND BRACED UNTIL

PERMANENT ANCHORS ARE SIT.

3. AFTER WALL CONSTRUCTION IS COMPLETED, REMOVE TEMPORARY BRACES AND

SPREADERS, LEAVING SURFACES UNDAMAGED.

B. FRAMES IN CAST IN PLACE CONCRETE:

1. INSTALL GROUT FILLED FRAMES IN CAST IN PLACE CONCRETE USING 3/8" COUNTER

SUNK FLUSH ANCHOR BOLTS INTO EXPANSION SHIELDS OR INSERTS.

2. FILL HEADS WITH BODY PUTTY AND GRIND SMOOTH.

3. INSTALL SEALANT BETWEEN FRAME AND CONCRETE.

C. FRAMES IN CONCRETE MASONRY:

1. INSTALL GROUT FILLED FRAMES IN MASONRY.

2. STRIKE MASONRY JOINT AROUND FRAME TO MATCH JOINTS OF ADJACENT MASONRY.

D. BORROW LITE FRAMES: INSTALL USING A MINIMUM OF 2 ANCHORS PER JAMB OR AT 2'-0"

O.C.

E. DOORS: FIT DOORS ACCURATELY INTO THEIR SCHEDULED FRAMES WITH THE

FOLLOWING TOLERANCES.

1. JAMBS AND HEADS: 3/32"

2. MEETING EDGES, PAIR OF DOORS: 1/8"

3. BOTTOM: 3/4" WITHOUT THRESHOLD, 1/8" WITH THRESHOLD

4. LABELED DOORS: PER NFPA NO. 80

3.02 ADJUSTMENT AND CLEANING

A. CLEAN FRAMES SOILED FROM INSTALLATION PROCEDURE.

B. TOUCH UP PRIMER DAMAGED AS A RESULT OF INSTALLATION, AND LEAVE READY FOR

FINAL PAINTING.

C. CHECK AND READJUST OPERATING FINISH HARDWARE PRIOR TO FINAL INSPECTION.

D. REMOVE AND REPLACE DEFECTIVE WORK INCLUDING DOORS OF FRAMES WHICH ARE

WARPED, BOWED OR OTHERWISE DEFECTIVE.

END OF SECTION

SECTION 08710: FINISH HARDWARE

PART 1 - GENERAL

1.01 DESCRIPTION

A. SCOPE OF THE WORK:

1. WORK COVERED BY THIS SECTION OF THE SPECIFICATIONS CONSISTS OF

FURNISHING AND DELIVERING TO THE JOB SITE FOR FITTING AND INSTALLATION ALL

FINISH HARDWARE COMPLETE AND IN ACCORDANCE WITH THIS SECTION AND THE

DRAWINGS.

2. IT IS INTENDED THAT THE FOLLOWING LIST OF HARDWARE SHOWN ON THE DOOR

SCHEDULE HARDWARE SET LIST COVER ALL FINISH HARDWARE TO COMPLETE THE

PROJECT.

B. OMISSIONS AND/OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO ORDERING DOORS.

C. WORK EXCLUDED IN THIS SECTION INCLUDES:

1. INSTALLATION

2. ROUGH AND/OR STRUCTURAL HARDWARE

3. CABINET HARDWARE

1.02 SUBMITTALS

A. TEMPLATES:

1. ALL FINISH HARDWARE TO BE INSTALLED ON OR IN METAL DOOR AND/OR FRAMES

SHALL BE MANUFACTURED TO TEMPLATE.

2. TEMPLATE SUPPLIER SHALL FURNISH THE HARDWARE SCHEDULE AS APPROVED BY

THE ARCHITECT AND ALL NECESSARY TEMPLATES TO METAL DOOR AND FRAME

FABRICATORS OR OTHER SUPPLIERS REQUIRING SAME FOR THEIR COORDINATION

AND USE.

1.03 GUARANTEE

A. THE SUPPLIER SHALL GUARANTEE THAT ALL MATERIALS SPECIFIED HEREIN SHALL BE

FREE FROM ALL DEFECTS AND SHALL PERFORM SATISFACTORILY FOR A PERIOD OF ONE

(1) YEAR AFTER IT IS INSTALLED AND ACCEPTED.

B. THE SUPPLIER SHALL REPLACE AT HIS OWN EXPENSE, INCLUDING LABOR, ANY ITEM OF

FINISH HARDWARE WHICH MAY PROVE DEFECTIVE WITHIN THIS TIME PERIOD.

PART 2 - PRODUCTS

2.01 MATERIALS

A. FINISH: ALL FINISH HARDWARE SHALL BE OF CONSISTENT FINISH, US26D, SATIN

CHROMIUM PLATED.

B. SUBSTITUTIONS: THERE SHALL BE NO SUBSTITUTION FOR THE PRODUCTS OR

MATERIALS AS SPECIFIED HEREIN AND/OR INDICATED ON THE DRAWINGS BY TRADE

NAME, MANUFACTURER'S NAME OR CATALOGUE NUMBER, UNLESS SPECIFICALLY

APPROVED BY THE ARCHITECT.

C. ALL EXTERIOR DOORS, WHETHER EXISTING OR NEW, SHALL BE EQUIPPED WITH

APPROPRIATE THRESHOLDS AND WEATHER STRIPPING, INSTALLED FOR A

WEATHER-TIGHT SEAL.

2.02 COMPONENTS

A. BUTT HINGES:

1. GENERAL: FULL MORTISE, FIVE KNUCKLE BALL BEARING

2. EXTERIOR USE: STAINLESS STEEL BASE METAL WITH STAINLESS STEEL PINS

3. INTERIOR USE: NON-FERROUS BASE METAL WITH STEEL PINS

4. INTERIOR RATED USE: STAINLESS STEEL BASE METAL WITH STAINLESS STEEL PINS

5. MANUFACTURER: STANLEY

6. APPROVED SUBSTITUTES: HAGER, MCKINNEY, AND LAWRENCE

B. PIVOT HINGES: LCN, CP 150

C. LOCKSETS, LATCHSETS AND KEYING:

1. EXTERIOR ENTRY & EXIT DOORS (INCLUDING ALUMINUM STOREFRONT METAL

DOORS): ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH 'BEST' LOCKS AND

CYLINDERS KEYED TO THE OWNER'S MASTER KEY SYSTEM.

2. LOCKSETS AND LATCHSETS: CYLINDRICAL TYPE WITH LEVER HANDLES AND

ESCUTCHEONS WITH STANDARD 2-3/4" BACKSET, UNLESS OTHERWISE SPECIFIED.

3. LOCKSETS AND LATCHSETS: SARGENT 7 LINE (ANSI GRADE 2), LB LEVER HANDLE

DESIGN. A. ALTERNATE DESIGN: SCHLAGE AL SERIES, (ANSI GRADE 2) JUPITER

LEVER HANDLE.

4. FURNISH IN FUNCTIONS AS SPECIFIED IN THE FINISH HARDWARE SCHEDULE.

5. KEYING:

a. ALL LOCKS AND CYLINDERS SHALL BE GRAND MASTER KEY SYSTEM.

b. LOCKSETS SHALL BE FURNISHED WITH PROPER TUMBLERS FOR FIELD

KEYING, AS DIRECTED BY THE OWNER.

D. EXIT DEVICES SHALL BE SARGENT 80 SERIES OR APPROVED SUBSTITUTE.

E. CLOSERS:

1. YALE SERIES 3500, OR EQUAL.

2. CLOSERS SHALL BE ADJUSTABLE TO MEET ANSI STANDARDS FOR HANDICAPPED

ACCESSIBILITY, WITH MAXIMUM FORCE REQUIRED TO OPEN AT 5 LBS.

3. CLOSERS SHALL BE FURNISHED WITH PLATED FULL METAL COVERS.

F. DOOR HOLDERS: SURFACE MOUNTED GLYNN-JOHNSON 90F, HEAVY DUTY STEEL WITH

SHOCK ABSORBER FOR SINGLE ACTING DOORS.

G. DOUBLE ACTING OVERHEAD CONCEALED CLOSERS: LCN 6030-CP-150

H. DOOR STOPS:

1. WALL:

a. IVES 407 OR,

b. ROCKWOOD 409

2. FLOOR:

a. IVES 436 OR,

b. ROCKWOOD 440

3. FLOOR: (EXTERIOR)

a. IVES 444 OR,

b. ROCKWOOD 471

I. THRESHOLDS:

1. WEATHER TYPE: PEMKO 2005AV

2. SADDLE TYPE: PEMKO 270 A

3. FINISH: CLEAR ANODIZED ALUMINUM.

J. LOCK GUARDS: IVES OR EQUAL, NO. 184, SHORT LENGTH 6" X 1-1/2", STAINLESS STEEL

WITH SATIN FINISH, FURNISHED AND INSTALLED ON EXTERIOR DOORS.

K. SOUND SEAL: ALL INTERIOR STEEL DOOR FRAMES SHALL BE EQUIPPED WITH A PEMKO

SOUND SEAL (SILICON GASKET), #303AS, ANODIZED CLEAR ALUMINUM FINISH, APPLIED

TO BOTH JAMBS AND HEAD.

L. WEATHERSTRIPPING: ALL EXTERIOR STEEL DOOR FRAMES: PEMKO ADHESIVE JAMB

WEATHERSTRIP, S88W, WHITE, APPLIED TO BOTH JAMBS AND HEAD.

PART 3 - EXECUTION

3.01 INSTALLATION

A. LOCATION: DISTANCE FROM FINISH FLOOR TO CENTER LINE OF:

1. DOOR KNOB 38"

2. DOOR PULL 42"

3. DEAD LOCK 60"

4. HINGE BOTTOM HINGE: 10" FROM FINISH FLOOR

02/09/22 BUILDING DEPT. COMMENTS

This item has been electronically signed and sealed by Robert Jeffrey Powell, AR# 94675 using a Digital Signature. Print copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

GENERAL SPECIFICATIONS:

PSA2019-16

APRIL 12, 2021

ARCHITECTURE I INTERIOR DESIGN

713 W. MONTROSE STREET ■ CLERMONT, FLORIDA 34711

PH: (352) 874-2340 ■ FAX: (877) 680-7183

www.powellstudioarch.com

AA# 26002236

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© COPYRIGHT 2021 POWELL STUDIO ARCHITECTURE, LLC.

THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND

PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL

DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY

OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED,

EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION

WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE

USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION

FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN

CONSENT OF POWELL STUDIO ARCHITECTURE, LLC.

OWNER:

PROJECT NO:

REVISIONS:

DESCRIPTIONDATEMARK

ISSUE DATE:

OWNER / PROJECT:

PROFESSIONAL SEAL:

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AS1.2

SPECIFICATIONS

D. DO NOT CUT CERAMIC FLOOR TILES TO FORM EXPANSION JOINTS. USE SLIP SHEET.

E. CONSULT WITH ARCHITECT PRIOR TO LAYOUT IF COORDINATION DIFFICULTIES ARISE.

3.02 INSTALLATION

A. ALL CERAMIC FLOOR TILES SHALL BE INSTALLED OVER A SLIP SHEET (CLEAVAGE MEMBRANE).

B. LAY OUT ALL WORK SO THAT WHERE POSSIBLE NO TILES LESS THAN HALF SIZE OCCUR.

C. IN ANY EVENT, INSTALL NO HALF TILES ABOVE THE FIRST COURSE UP FROM THE BOTTOM OR AWAY

FROM THE FIRST VERTICAL COURSE AT INTERNAL AND EXTERNAL COURSES.

D. ALIGN ALL JOINTS VERTICALLY AND HORIZONTALLY.

E. CUT AND DRILL NEATLY WITHOUT MARRING TILE.

F. RUB SMOOTH ANY NECESSARY CUTS WITH A FINE STONE, AND SET NO CUT EDGE AGAINST ANY

FIXTURE, CABINET, OR OTHER TILE WITHOUT A JOINT AT LEAST 1/16-INCH WIDE.

G. CUT, FIT, ADJUST AND ESTABLISH TILES NEATLY AND ACCURATELY TO ACCOMMODATE

ACCESSORIES, INTERRUPTIONS, CHASES, RETURNS, MECHANICAL AND ELECTRICAL OUTLETS, AND

FINISH AT THEIR EXACT LOCATION (AS DETERMINED BY JOB SITE CONDITIONS).

H. PROVIDE ALL REQUIRED TRIM PIECES AS DETAILED FOR THE VARIOUS TILES SPECIFIED.

I. SET CERAMIC WALL TILE IN DRY-SET MORTAR OVER TILE BACKER BOARD.

J. SEAL TILE GROUT.

3.03 CLEANING AND PROTECTION

A. WIPE SURFACES CLEAN AFTER GROUTING; REMOVE ALL TRACES OF MORTAR AND GROUT.

B. DO NOT USE ACID SOLUTION FOR CLEANING GLAZED TILE.

C. CLOSE SPACES TO TRAFFIC OR OTHER WORK UNTIL TILE IS FIRMLY SET.

D. PROTECT FROM DAMAGE UNTIL ACCEPTANCE.

E. REPAIR ALL DAMAGED WORK AT NO ADDITIONAL COST TO THE OWNER.

END OF SECTION

TOP HINGE: 5" FROM HEAD RABBET

CENTER HINGE: CENTERED BETWEEN TOP AND BOTTOM HINGES.

B. DO NOT INSTALL SURFACE-MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON

THE SUBSTRATE.

C. AT EXTERIOR DOORS:

1. SET THRESHOLDS IN A BED OF MASTIC SEALANT TO COMPLETELY FILL CONCEALED

VOIDS AND EXCLUDE MOISTURE FROM EVERY SOURCE.

2. DO NOT APPLY SEALANT SUCH THAT IT WOULD PREVENT PROPER DRAINING.

3. DO NOT PLUG DRAINAGE HOLES OR BLOCK WEEPS.

D. KEYING:

1. THE PERMANENT KEYING SYSTEM SHALL BE BASED ON A GRAND MASTER SYSTEM

2. ALL EXTERIOR ENTRY / EXIT LOCKS AND CYLINDERS SHALL 'BEST' LOCKS, AND

CYLINDERS.

3. KEYING SHALL BE DONE ON-SITE, AS DIRECTED BY THE OWNER.

SECTION 09310: TILE WORK

PART 1 - GENERAL

1.01 DESCRIPTION

A. WORK INCLUDES TILE WORK AS SHOWN ON THE DRAWINGS AND AS INCLUDED IN THE ROOM

FINISH SCHEDULE.

1.02 QUALITY ASSURANCE

A. STANDARDS:

1. PERFORM ALL TILE WORK IN ACCORDANCE WITH PROVISIONS OF THE HANDBOOK FOR

CERAMIC TILE INSTALLATION, AS PUBLISHED BY THE TILE COUNCIL OF AMERICA, INC.

2. COMPLY WITH ANSI A137.1.

3. SLIP RESISTANCE: STATIC COEFFICIENT OF FRICTION OF 0.6 FOR LEVEL SURFACES.

PART 2 - PRODUCTS

2.01 MATERIALS

A. WALL TILE: NOMINAL 12 X 12 GLAZED, IN COLOR AND PATTERN AS SELECTED BY OWNER.

B. MORTAR: DRY-SET, 1/8-INCH THICK, COMPLYING WITH ANSI A108.5 AND ANSI A118.

C. GROUT: LATEX-PORTLAND CEMENT, COMPLYING WITH ANSI A108.6 IN COLOR TO MATCH

THE CERAMIC TILE.

D. EXPANSION JOINT:

1. POLYURETHANE SEALANT OVER COMPRESSIBLE BACKER ROD, COMPLYING WITH

FEDERAL SPECIFICATION TT-S-00227E OR TT-S-00230C.

2. COLOR OF SOFT JOINT SHALL MATCH GROUT.

PART 3 - EXECUTION

3.01 PREPARATION

A. BEFORE TILING, BE SURE VARIATION OF SURFACE TO BE TILED FOLLOW WITHIN THE

MAXIMUM PERMISSIBLE VARIATION OF 1/8-INCH, PLUS OR MINUS, IN TEN FEET WHEN

STRAIGHT EDGE IS LAID ON THE SURFACE IN ANY DIRECTION.

B. COORDINATE TILE FLOOR INSTALLATION OVER CONCRETE FLOOR SLAB CONSTRUCTION

FOR EXPANSION JOINTS.

C. MAKE SOFT JOINT EXPANSION JOINTS IN TILE CONFORM TO NORMAL TILE SPACING, AND BE

THE SAME WIDTH AS GROUTED JOINTS.

SECTION 09900: PAINTING AND FINISHING

PART 1 - GENERAL

1.01 DESCRIPTION

A. SCOPE OF WORK:

1. WORK INCLUDES PRIMING AND/OR PAINTING ALL SURFACES NOT FACTORY FINISHED,

INCLUDING FACTORY PRIMED ITEMS, GALVANIZED ITEMS UNLESS SCHEDULE OTHERWISE ON

THE DRAWINGS.

2. SURFACE PREPARATION, PRIMING AND COATS OF PAINT SPECIFIED ARE IN ADDITION TO

SHOP-PRIMING, EXCEPT AS OTHERWISE SPECIFIED.

3. ITEMS TO BE PAINTED INCLUDE BUT ARE NOT LIMITED TO ALL EXPOSED PIPES AND DUCTS, HANGARS, EXPOSED STEEL AND IRON WORK, AND PRIMED METAL SURFACES OF EQUIPMENT

INSTALLED UNDER THE MECHANICAL AND ELECTRICAL WORK, WHICH ARE LEFT EXPOSED.

4. CONCEALED SURFACES:

A. UNLESS OTHERWISE INDICATED, PAINTING IS NOT REQUIRED ON SURFACES SUCH AS WALLS OR

CEILING IN CONCEALED AREAS AND INACCESSIBLE AREAS, FURRED AREAS, AND PIPE SPACES.

B. ALL PIPING, EQUIPMENT, AND OTHER SUCH ITEMS IN CONCEALED SPACES ARE NOT REQUIRED TO

BE PAINTED.

5. COPPER, BRONZE, CHROMIUM PLATE, NICKEL, STAINLESS STEEL, ALUMINUM, MONEL METAL, LEAD AND LEAD COATED COPPER ARE NOT TO BE PAINTED OR FINISHED UNLESS SPECIFICALLY

SCHEDULED.

1.03 JOB CONDITIONS

A. PROTECTION:

1. DO NOT PAINT ANY MOVING PARTS OF OPERATING UNITS, MECHANICAL AND ELECTRICAL

PARTS, SUCH AS VALVE AND DAMPER OPERATORS, LINKAGES, SENSING DEVICES, MOTOR AND

FAN SHAFTS, UNLESS OTHERWISE INDICATED.

2. DO NOT PAINT OVER ANY CODE-REQUIRE LABELS, SUCH AS UNDERWRITERS LABORATORIES

AND FACTORY MUTUAL OR ANY EQUIPMENT IDENTIFICATION, PERFORMANCE RATING, NAME OR

NOMENCLATURE PLATES.

PART 2 - PRODUCTS

2.01 MATERIALS AND SYSTEMS

A. PORTER PAINTS, SHERWIN WILLIAMS, OR APPROVED EQUAL, SHALL BE USED, WITH THINNING NOT

TO EXCEED MANUFACTURER'S RECOMMENDATIONS.

B. PAINT COLOR SHALL BE AS DEFINED IN THE FINISH SCHEDULE.

C. PAINT MATERIAL USED ON THIS PROJECT SHALL CONTAIN MINIMUM CERTIFIED FLAME AND SMOKE

RATINGS, DEPENDING ON THE LOCATION OF THE…