4-2014.11.7_-_Addendum_2_-_A&E_SHEETS.pdf

PDF 7 MB Posted Mar 10, 2015

Attached to: Public Safety Complex State and local contract opportunity
Solicitation number: 06-14
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Jan 8, 2026

Summary

This Addendum #2 to the Architecture and Engineering sheets for the City of DeBary Public Safety Complex project documents design revisions and clarifications issued on November 7, 2014, for a 5,655 gross square foot municipal public safety facility located at 75 South U.S. Highway 17-92 in DeBary, Florida. The project encompasses a mixed-use building with institutional occupancy (Use Group W with B classification) designed to house police and administrative functions, including holding cells, interview rooms, offices, records storage, evidence storage, and supporting facilities. The structure features 8-inch reinforced masonry construction with stucco exterior finishes, wood truss roof framing, concrete slab-on-grade foundation, and is designed to withstand ultimate wind speeds of 142 miles per hour with nominal design speeds of 108 miles per hour in Exposure Category C. The design incorporates specialized security features including bullet-resistant panels, security windows, and holding cell construction meeting ASTM standards, along with mechanical, plumbing, electrical, and fire protection systems. The mandatory pre-bid conference was scheduled for October 29, 2014, with sealed proposals due November 10, 2014, at 10:00 AM, and the Engineer's Estimated Cost was $1,100,000.

The addendum reflects three rounds of revisions addressing City comments and design coordination between October 24 and November 7, 2014, with updates distributed across architectural, structural, mechanical, plumbing, and electrical disciplines. Notable revisions include corrections to foundation types, panel nomenclature, conduit specifications, mechanical equipment coordination, water heater model numbers, and electrical distribution components, including additions for motorized gate control, generator installation, and remote annunciator panel locations. The project required compliance with the 2010 Florida Building Code, Florida Mechanical Code, National Electrical Code 2008, Florida Plumbing Code, and Florida Fire Prevention Code, with design services provided by CPH Inc., a full-service architectural and engineering firm with offices in multiple states. The City of DeBary reserved the right to reject any or all proposals and required proposal guaranty equal to five percent of the bid amount, with performance and payment bonds required within ten days of contract award.

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File	Type	Posted
00-2014.11.7_-_Addendum_2.pdf	PDF	Mar 10, 2015
1-2014.11.3_-_Response_to_City_Comments.pdf	PDF	Mar 10, 2015
Project_Manual_-_Bid_Set.pdf	PDF	Mar 10, 2015
2-D8518_FDOT_SET.pdf	PDF	Mar 10, 2015
3-D8518_CONSTRUCTION_DOCUMENTS_SET.pdf	PDF	Mar 10, 2015
Civil_Plans_-_Bid_Set.pdf	PDF	Mar 10, 2015
5-2014.11.7_-_Addendum_2_-_Specifications.pdf	PDF	Mar 10, 2015
Arch_Plans_-_Bid_Set.pdf	PDF	Mar 10, 2015

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SHEET INDEX

A200

A601

A603

A800

P101

GENERAL

G100

ARCHITECTURAL

A100

A103

A300

WALL SECTIONS

A201

MILLWORK DETAILS

A602

A700

MECHANICAL SCHEDULESM001

ELECTRICAL SYMBOLS, ABBREV, GENERAL NOTES

E101

E401

E201

E001

MECHANICAL

PLUMBING

ELECTRICAL

FLOOR FINISH PLAN AND KEYNOTES

REFLECTED CEILING PLAN

ROOF PLAN AND DETAILS

BUILDING SECTION

EXTERIOR ELEVATIONS

ENLARGED PLANS

RESTROOM INTERIOR ELEVATIONS

ARCHITECTURAL DETAILS

FLOOR PLAN

ELECTRICAL FLOOR PLAN - POWER

ELECTRICAL RISER DIAGRAM

ELECTRICAL FLOOR PLAN - LIGHTING

A102

REVISIONS

A400

DOOR AND WINDOW SCHEDULES

STRUCTURAL

S102

FOUNDATION PLAN

FOUNDATION SECTIONS

COVER SHEET

G200 ABBREVIATIONS, SYMBOLS AND GENERAL NOTES

G300 CODE ANALYSIS AND LIFE SAFETY PLAN

WALL SECTIONSA401

A500

WINDOW AND DOOR DETAILSA501

HOLDING AREA ELEVATIONS

G400 ADA DETAILS

S101

S201 GROUND LEVEL WALL/BEAM LAYOUT PLAN

S202 TYPICAL WALL/BEAM DETAILS

S301 ROOF FRAMING PLAN

S302 ROOF SECTIONS

P001 PLUMBING SCHEDULES

P102 PLUMBING RISER

MECHANICAL DETAILSM002

REFLECTED CEILING PLANM101

DUCT RISERM102

E301 LIGHTNING PROTECTION PLAN

E202 ELECTRICAL MEZZANINE FLOOR PLAN - POWER/LIGHTING

A001 FLOOR PLAN AND PARTITION SCHEDULE

A101 MECHANICAL PLATFORM PLAN

A301 BUILDING SECTION

E302 LIGHTNING PROTECTION DETAILS

E501 ELECTRICAL PANEL SCHEDULE

ES001 ELECTRICAL SITE PLAN

A701 ARCHITECTURAL DETAILS

HOLDING CELL SECTION AND DETAILSA402

ENGINEERING NOTESS001

FIRE PROTECTION

F101 F100

FIRE PROTECTION MEZZANINE

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

Q . T

, A

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

G100

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

75 S. U.S. Highway 17-92 Debary, FL 32713

City of Debary Public Safety Complex

VICTOR Q. TAN, AIA DATE

CERTIFICATION

TO THE BEST OF THE ARCHITECT'S KNOWLEDGE

INFORMATION, AND BELIEF,

THIS DESIGN IS IN COMPLIANCE

WITH APPLICABLE CODES AND LAWS.

OWNER

BUILDING INFORMATION:

ADDRESS:

STREET ADDRESS:

CITY:

COUNTY:

STATE:

ZIP CODE:

BUILDING CODES:

GOVERNING JURISDICTION: CITY OF DEBARY, FLORIDA

BUILDING CODE EDITION: FLORIDA EXISTING BUILDING CODE 2010

MECHANICAL CODE EDITION: FLORIDA MECHANICAL CODE 2010

ELECTRICAL CODE EDITION: NATIONAL ELECTRICAL CODE 2008, NFPA 70

PLUMBING CODE EDITION: FLORIDA PLUMBING CODE 2010

ADDITIONAL CODE EDITION: FLORIDA FIRE PREVENTION CODE 2010

FLORIDA ACCESSIBILITY CODE:

NFPA 101 - FLORIDA EDITION: 2009

NOA'S: ALL NOA'S SHALL MEET REFERENCED BUILDING CODES

BUILDING DATA:

OCCUPANCY: USE GROUP - MIXED

BUSINESS W/

INSTITUTIONAL

CONSTRUCTION TYPES: VB

DESIGN LOADS:

ULTIMATE DESIGN WIND SPEED: 142 MPH

+/- 0.18

BUILDING SF: 5,655 GROSS S.F.

NFPA 1: 2009

EXPOSURE: EXPOSURE C

INTERNAL PRESSURE COEFFICIENT: +/- 0.18

BUILDING RISK CATEGORY:

NOMINAL DESIGN WIND SPEED: 108 MPH

REVISION NO. DATE REVISION DESCRIPTION

REVISION HISTORY

75 S. U.S. Highway 17-92

Debary

Volusia

FLORIDA

32713

ARCHITECT:

CPH INC.

VICTOR Q. TAN, AIA

500 WEST FULTON ST

SANFORD, FL 32771

407-322-6841

STRUCTURAL:

CPH INC.

JOSE ORTIZ, PE

500 WEST FULTON ST

SANFORD, FL 32771

407-322-6841

MECHANICAL, PLUMBING, ELECTRICAL:

CPH INC.

DENNIS MATULA, PE

500 WEST FULTON ST

SANFORD, FL 32771

407-322-6841

DESIGN TEAM

CIVIL

CPH INC.

JEREMY OWENS, PE

500 WEST FULTON ST

SANFORD, FL 32771

407-322-6841

CITY OF DEBARY

16 COLOMBA ROAD

DEBARY, FLORIDA 32713

ATTN.: DAN PARROTT, CITY MANAGER

PHONE: (386) 668-2040

PLAN

NORTH

AERIAL LOCATION MAP:

PROPOSED BUILDING RENDERING

PROJECT

LOCATION

#1 10.24.14 Addendum #1

G100 - Cover Sheet - Added sheets F100 and F101; removed sheet E601 from Sheet List G300 - Life Safety - Add "Not an Exit" sign over two doors A001- Floor Plan- Delete Door #105 A200- Elevation - Add (2) plaques at Entry

A500- Elevation - Update hardware sets for doors 103A and 116A M101- Elevation - Outside air duct moved from side wall to soffit and changed to rectangular P101- Elevation - Added holding cell isolation valve E001 - Electrical Symbols, Gen. Notes - Revise conduit size for phone, phone data & TV outlet box to be 1” in lieu of ¾”.

E101 - Electrical Floor Plan Power - Revised, relocated and additional locations of TV’s, receptacles, card readers & electric strikes and phone/data devices.

Addition of conduits and wiring for radio communications, gate power, gate card reader and future communications wiring.

E401 - Electrical Floor Plan Power - Revise electrical riser diagram and plan notes indicating removal of pad mounted transformer.

Revise panel schedule RP-1 to add motorized gate.

Revise generator to be provided by others, installed by electrical contractor.

ES01 - Site Plan Electrical Remove reference to pad mounted transformer, Add conduits and wiring as indicated for motorized gate & card reader, Relocate generator as indicated, Revise plan to include natural gas piping and connection to generator.

F100 and F101 - Fire Protection Layout

N S

C R

O N

D U

#2 10.31.14 Response to City Comments G100 - Cover Sheet -Track updated sheets and revisions

A102- RCP ; provided clarification of soffit material

A200- Elevations; Clarify waterproofing for split face, thickness of glazing, height of stucco band

E001 – removed fixture type CL E101 – revised panel name DB-PP1 to be DB-RP1 at electrical room

A100 - Floor Plan; Update stoop slopes to 1" and laminated glazing note A101 - Mechanical Platform - Added Milcor access panel to attic space

A103- Roof Plan ; provided clarification of .024 aluminum drip edge at eave

A201- Elevations; Clarify waterproofing for split face, thickness of glazing, height of stucco band A301- Building Section; update sheathing note to 5/8" plywood for roof A400- Wall Section; update waterproofing note for splitface, correct note wall section A

A402- Holding Cell Section; update detail note A601- Enlarged Plans; eliminate extra notes on holding cell plan A602- Restroom elevation; add note about mounting location for shower controls A701- Arch Details; continue stucco behind pilaster

A400- Wall Section; update waterproofing note for splitface, clarify insulation stop material

E401 – revised panel MDP to be 400A MLO

S001- UPDATE LIVE LOADS AND FILL MATERIAL FOR SHALLOW FOUNDATIONS

M101 – Added motorized damper, AHU-5 tag, outside air soffit connection P001 – Water heater schedule, WC-2 model number

P101 – WC-2 model number P102 – WC-2 model number, Hose bibb connection size

S101- UPDATE SLAB ON GRADE THICKNESS AND REINFORCEMENT. SLAB SLOPE FOR STAFF AND CELL AREAS.

S102- SLAB ON GRADE THICKNESS, VAPOR BARRIER THICKNESS, S# NOTES.

S201- CB1 LOCATIONS

F100 – FAP location revised

S202- BLOCKING AND STRAPING SPACING.

#3 11.7.14 Addendum #2 G100 - Cover Sheet - tracked changes A301 - Building Section - Corrected Foundation type A401 - Wall Section - Corrected Foundation type E001 - Updated Conduit Note 14 E101 - Updated Note 9 and 16; Added generator remote annunciate panel location.

E201 - Removed switches at closets, Remove 3-way switching indicated in Lobby 101.

E401 - Revise panel schedule RP-1 to add motorized gate, block heater and battery charger; Revise plan note #1; Indicate grounding for generator; Indicate SPD.; revised panel PP-1 in riser diagram to be RP-1; revise panel schedule RP-1.

C.O.P.

TRAFFIC OFFICE

HOLDING AREA

CELL 2

115B

CELL 3

115C

CELL 1

115A

CORRIDOR

CONFERENCE /

TRAINING ROOM

DISTRICT

COMMANDER

ASSISTANT

COMMANDER

UNISEX RESTROOM

LOBBY

RECORDS /

RECEPTION

CROSSING GUARD

SUPERVISOR

SERGEANT OFFICE 1

SERGEANT OFFICE 2

SUPPLY / STORAGE

102A

VESTIBULE

120CORRIDOR

CORRIDOR

INTERVIEW 2

INTERVIEW 1

C O

U N

JANITOR

102B

CID INVESTIGATORS

OFFICE

ELECTRICAL ROOM

RISER

110A

BRIEFING

EVIDENCE STORAGE

114A

WOMEN'S

RESTROOM

WOMEN'S ADA

126A

MENS' ADA

125A

MEN'S RESTROOM

SLOPE 1"

INVESTIGATOR /

SUPERVISOR

212121

21 21 21 21 34' - 8 1/4" 32' - 11" 32' - 7 1/2" 7 1/2"

17' - 4" 33' - 11 1/4" 38' - 9 3/4" 7 1/2"

3 3 3 3 3

2' - 4"

1' - 8"

FILING CABINETS N.I.C.

NO WALLGUARD IN THIS AREA

15' - 0"

NO WALL GUARD IN THIS AREA

12' - 0"

N O

W A

FLOOR PLAN KEY NOTES

3 5/8", 20 GA. METAL FRAMING @ 16" O.C. WITH 5/8" DRYWALL PAINTED; REFER TO

FLOOR PLAN FOR WALL TYPES

FIXED GLAZED ALUMINUM WINDOW WITH 7/16" MINIMUM LAMINATED GLASS WITH

APPLIED MULLIONS

SOLID CORE WOOD DOORS; STAIN GRADE BIRCH VENEER TYPICAL

THROUGHOUT INTERIOR

DOUBLE 3'X7' HM DOOR WITH TRANSOM; FULLY GLAZED WITH INTERMEDIATE

RAIL; IMPACT GLAZING

8x8x16" REINFORCED MASONRY CONSTRUCTION WITH 5/8" STUCCO ON

EXTERIOR. SPLIT FACE WAINSCOT TO 24"H.

HOLLOW CORE WOOD DOORS AT CLOSETS TYPICAL

(3)18" DEEP ADJUSTABLE WIRE SHELVES W/ 42" H ROD TYPICAL

LEVEL III BULLET RESISTANT PANELS BEHIND 5/8" DRYWALL FINISH @ LOBBY AND

RESTROOM

BULLET PROOF TRANSACTION WINDOW; NATURAL VOICE WITH DIP TRAY;

72"WX48"H

1 1/4" THICK SOAPSTONE COUNTERTOP OVER 3/4" PLYWOOD SET AT 34"H A.F.F

WITH RECESS FOR DIP TRAY. 16" DEEP; REFER TO DETAIL 5/A700

12'H X 16" DIA. TAPERED FIBERGLASS TUSCAN PILASTERS

4'-3"W X 24"D X 1 1/4" THICK SOAPSTONE COUNTER OVER 3/4" PLYWOOD @ 34"H

A.F.F. BRACED TO WALL WITH PLYWOOD BRACKETS @ 24" O.C. MAX.

12'-7"W X 24"D X 1 1/4" THICK SOAPSTONE COUNTER @ 34"H A.F.F. BRACED TO

WALL WITH PLYWOOD BRACKETS @ 24" O.C. MAX.

2'X2' ONE WAY VIEW WINDOW WITH BULLET PROOF GLASS; SILL HT @ 4' A.F.F

16 5'-0"W X 24"D SOAPSTONE COUNTER @ 34"H A.F.F. BRACED TO WALL WITH

PLYWOOD BRACKETS @ 24" O.C. MAX.

17 12"D, 5 ADJUSTABLE WIRE SHELVES ON 2 SIDES OF CLOSET; 2' DEEP

@ REAR

NOTE:

REFRIGERATORS, FURNISHINGS, LOCKERS, GUN LOCKERS, EVIDENCE STORAGE

CABINETS, FILE CABINETS, PROJECTION SCREENS, WHITE BOARDS, TVS, COPY

MACHINES AND TELEPHONES AND BOOT BRUSHES NOT IN CONTRACT

INPRO WALL 700 SERIES GUARD @ 42"H TO THE TOP OF THE RAIL THROUGHOUT

CORRIDOR AS NOTED; SHERWIN WILLIAMS B73-360"EG-SHEL" WATER BASED

EPOXY PRIMER PAINT OVER LATEX PRIMER BEHIND AND BELOW RAIL

19 1" TECTUM ACOUSTICAL WALL PANELS ON FURRING ABOVE 7'-4" A.F.F ON

ALL FOUR WALLS WITH PLASTIC EDGE COVERS

20 GROUT SOLID ALL MASONRY CELLS IN INTERVIEW ROOM WALLS

15 5'-4"W X 18"D X 1 1/4" THICK SOAPSTONE COUNTER @ 3'-4"H A.F.F. BRACED TO

WALL WITH PLYWOOD BRACKETS @ 24" O.C. MAX.; REFER TO DETAIL 3/A800

21 NEW 3"X4" PREFINSHED ALUMINUM DOWNSPOUTS

FLOORING LEGEND

ELITECRETE

EPOXY FLOOR

CARPET TILE

12"X24"

PORCELAIN TILE

PORCELAIN

MOSAIC TILE

STAINED

CONCRETE

LVT

NOTE: CULTURED MARBLE

THRESHOLDS @ LOBBY AND

RESTROOMS; REFER TO

DETAIL 6/ A700 FOR OTHER

TRANSITIONS STRIPSWALL GUARD @

42"H IN CORRIDOR

FIBERGLASS

BULLET PROOF

PANEL BEHIND DRYWALL

@ LOBBY AND UNISEX

RESTROOM

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

Q . T

, A

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

A100

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

1/4" = 1'-0"1 FINISH PLAN N

PLAN

NORTH

ROOM FINISH SCHEDULE

Number Name Floor Finish Base Finish Wall Finish Ceiling Finish Comments

122 OFFICE CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT

123 ASSISTANT COMMANDER CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT

124 DISTRICT COMMANDER CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT

125 MEN'S RESTROOM PORCELAIN MOSAIC

TILE

4" PORCELAIN

TILE

12x24 PORCELAIN

TILE

PVC LAY-IN TILE

125A MENS' ADA PORCELAIN MOSAIC

TILE

4" VINYL 12x24 PORCELAIN

TILE

PVC LAY-IN TILE

126 WOMEN'S RESTROOM PORCELAIN MOSAIC

TILE

4" PORCELAIN

TILE

12x24 PORCELAIN

TILE

PVC LAY-IN TILE

126A WOMEN'S ADA PORCELAIN MOSAIC

TILE

4" VINYL 12x24 PORCELAIN

TILE

PVC LAY-IN TILE

ROOM FINISH SCHEDULE

Number Name Floor Finish Base Finish Wall Finish Ceiling Finish Comments Room

101 LOBBY 12X24 PORCELAIN TILE 4" PORCELAIN

TILE

PAINT ON GYPSUM 2X2 ACT / GYP SOFFIT EPOXY PAINT TO 42" A.F.F.

102 CORRIDOR LVT 4" VINYL PAINT ON GYPSUM 2X2 ACT EPOXY PAINT TO 42" A.F.F.

102A SUPPLY / STORAGE CARPET TILE 4" VINYL PAINT ON GYPSUM DRYWALL

102B JANITOR STAINED CONCRETE 4" VINYL PAINT ON GYPSUM DRYWALL

103 VESTIBULE "ELITECRETE" EPOXY

FLR

4" VINYL PAINT ON MASONRY 2X2 ACT

105 CONFERENCE / TRAINING

ROOM

CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT

106 UNISEX RESTROOM 2"X2" PORCELAIN TILE 4" PORCELAIN

TILE

EPOXY PAINT ON MR

GYP

PVC LAY-IN TILE

108 RECORDS / RECEPTION CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT

109 CROSSING GUARD

SUPERVISOR

CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT

110 C.O.P. CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT

110A RISER CARPET TILE 4" VINYL PAINT ON GYPSUM DRYWALL

111 TRAFFIC OFFICE CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT / GYP SOFFIT

112 SERGEANT OFFICE 1 CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT / GYP SOFFIT

113 SERGEANT OFFICE 2 CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT / GYP SOFFIT

114 BRIEFING CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT / GYP SOFFIT

114A EVIDENCE STORAGE LVT 4" VINYL PAINT ON GYPSUM DRYWALL

115 HOLDING AREA "ELITECRETE" EPOXY

FLR

4" VINYL EPOXY PAINT ON

MASONRY

PLASTER "SECURALATH" CEILING

115A CELL 1 "ELITECRETE" EPOXY

FLR

INTEGRAL EPOXY PAINT ON

MASONRY

PLASTER "SECURALATH" CEILING

115B CELL 2 "ELITECRETE" EPOXY

FLR

INTEGRAL EPOXY PAINT ON

MASONRY

PLASTER "SECURALATH" CEILING

115C CELL 3 "ELITECRETE" EPOXY

FLR

INTEGRAL EPOXY PAINT ON

MASONRY

PLASTER "SECURALATH" CEILING

116 CID INVESTIGATORS CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT

117 ELECTRICAL ROOM STAINED CONCRETE 4" VINYL 3/4" PLYWOOD DRYWALL

118 INTERVIEW 2 LVT 4" VINYL EPOXY PAINT ON

MASONRY

2X2 ACT ACOUSITCAL WALL PANELS

119 INTERVIEW 1 LVT 4" VINYL EPOXY PAINT ON

MASONRY

2X2 ACT ACOUSITCAL WALL PANELS

120 IT LVT 4" VINYL 3/4" PLYWOOD DRYWALL

121 INVESTIGATOR/

SUPERVISOR

CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT

121 INVESTIGATOR /

SUPERVISOR

CARPET TILE 4" VINYL PAINT ON GYPSUM 2X2 ACT

N S

C R

O N

D U

T O

Y C

O M

A300

41' - 3"

MECHANICAL

PLATFORM FLOOR

A400

A401

A400

A401

28' - 8"

2' - 5"

2' - 6" 1' - 1 1/4"

PULL DOWN STAIR

BY PRECISION LADDER

MODEL # S-162B

A701

MILCOR 36X36

ACCESS PANEL

PARTITION TYPES

METAL STUDS TO

B.O. ROOF DECK

5/8" GWB ON

BOTH SIDES

B.O. ROOF DECK STUD DESIGNATIONS

3 5/8" @ 16" OC

DESCRIPTION

STUD

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

Q . T

, A

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

A101

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

1/4" = 1'-0"

MECHANICAL PLATFORM - FLOOR PLAN N

PLAN

NORTH

ROOM FINISH SCHEDULE - 2ND FLR

Number Name Floor Finish Base Finish Wall Finish Ceiling Finish

201 MECHANICAL PLATFORM

FLOOR

PORCH PAINT NONE PAINT ON GYPSUM DRYWALL

N S

C R

O N

T O

Y C

O M

T V

T V T

T V

CROSSING GUARD

SUPERVISOR

RECORDS /

RECEPTION

LOBBY

UNISEX RESTROOM

C.O.P.

TRAFFIC OFFICE

CONFERENCE /

TRAINING ROOM

CORRIDOR

HOLDING AREA

CELL 1

115A

CELL 2

115B

CELL 3

115C

VESTIBULE

ASSISTANT

COMMANDER

DISTRICT

COMMANDER

SERGEANT OFFICE 1

SERGEANT OFFICE 2

SUPPLY / STORAGE

102A

INTERVIEW 2

INTERVIEW 1

JANITOR

102B

OFFICE

CID INVESTIGATORS

ELECTRICAL ROOM

RISER

110A

1' - 4 1/4"

1' - 4 1/2"

BRIEFING

EVIDENCE STORAGE

114A

CORRIDOR

WOMEN'S

RESTROOM

MEN'S RESTROOM

INVESTIGATOR /

SUPERVISOR

10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

10' - 0" 10' - 0" 10' - 1 1/2"

10' - 0"

9' - 0"

9' - 0"9' - 0" 10' - 0"

10' - 0"

9' - 0"

10' - 0"10' - 0"

8' - 0"8' - 0"

10' - 0"

11' - 11 3/4"

11' - 0"

10' - 0"

8' - 0"

10' - 0"

9' - 4"

9' - 0"

8' - 0"

11' - 0"

A700

A500

8' - 0"

A402

A500

A700

REFLECTED CEILING PLAN LEGEND

LOW PROFILE LIGHT STRIP

CEILING SUPPLY DIFFUSER.

SEE MECHANICAL DWGS.

CEILING RETURN DIFFUSER.

SEE MECHANICAL DWGS.

EXIT SIGN, ARROW INDICATES EXIT DIRECTION

SEE ELECTRICAL PLANS FOR ADDITIONAL

INFORMATION

INDICATES FINISHED GYP. BOARD

CEILING OR SOFFIT

EMERGENCY LIGHTS RE: ELECTRICAL DRAWINGS

2 X 2 LAY-IN ACOUSTICAL TILE IN T-

BAR GRID.

1. FIXTURES, CONDUITS, DUCTWORK, PIPING, ETC. SHALL BE INSTALLED AS HIGH AS

POSSIBLE.

2. ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO VERIFY

QUANTITIES AND COORDINATE LOCATIONS IN THE FIELD WITH THE FIRE DEPARTMENT

FIRE INSPECTOR.

3. EMERGENCY LIGHTING SHALL COMPLY WITH THE 2010 NATIONAL ELECTRIC CODE.

4. MECHANICAL DIFFUSERS TO MATCH ADJACENT CEILING TILE.

5. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURES

6. PROVIDE BATT INSULATION ABOVE INTERVIEW ROOMS AND DISTRICT COMMANDER'S

OFFICE ONLY **

REFLECTED CEILING GENERAL NOTES

COMPACT FLUORESCENT DOWNLIGHT

2 X 2 LAY-IN PVC CEILING PANELS -

- IN T-BAR GRID W/ VINYL COVERS.

GENESIS "PRINTED PRO" AS A

BASIS OF DESIGN

RECESSED 2 X 2 FLUORESCENT TROFFER

LIGHTING FIXTURE

SUSPENDED DIRECT/INDIRECT FIXTURE

RECESSED 1 X 4 FLUORESCENT LIGHT

STRIP

LED DOWNLIGHT

RECESSED 2 X 4 FLUORESCENT TROFFER

LIGHTING FIXTURE

RECESSED CAN LIGHTING

48" CORNER MOUNT FIXTURE

RECESSED 2 X 4 FLUORESCENT TROFFER

LIGHTING FIXTURE

EXHAUST FAN

INDICATES STUCCO ON SECURALATH

CEILING SUSPENDED AT 10'-0"; REFER

TO A402

OCCUPANCY SENSOR

INDICATES PRO-BEAD NON

PERFORATED VINYL SOFFIT

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

Q . T

, A

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

A102

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

1/4" = 1'-0"

REFLECTED CEILING PLAN N

PLAN

NORTH

N S

C R

O N

T O

Y C

O M

Top of Roof

A300

A301

HIP

VALLE

VALLEY

RIDGERIDGE

ARCHITECTURAL FIBERGLASS SHINGLES

1' -0

-0

ARCHITECTURAL FIBERGLASS SHINGLES

ARCHITECTURAL FIBERGLASS SHINGLESARCHITECTURAL FIBERGLASS SHINGLES

ARCHITECTURAL FIBERGLASS SHINGLES

A400

A401

A400

A401

A103

1' -0

6" / 1'-0"

1' -0

OUTLINE OF WALL BELOW

O U

E O

F W

O W

O U

E O

F W

O W

DSDSDSDS

DS DS DS DS

A103

A103 4 A103

ASPHALT SHINGLES

OVER #30 FELT

5/8" EXTERIOR WOOD

SHEATING

WOOD TRUSS @ 24"

O.C.

ASPHALT

SHINGLES OVER #

30 FELT

5/8" EXTERIOR WOOD SHEATING

(2) P.T. CONTINUOUS WOOD

NAILERS

ALCOA "PROBEAD" NON-VENTED

VINYL SOFFIT

1 1/2" RIGID THERMAX INSULATION

SIMPSON TIE - REFER TO

STRUCTURAL DRAWINGS

R-20 OPEN CELL FOAM

INSULATION

WOOD TRUSS

6"x6" .032 PREFINISHED

ALUMINUM GUTTER

1 1/2" STUCCO BAND

(3) COAT 5/8" THICK SMOOTH

FINISH STUCCO OVER 8" CMU

1 1/2" AMICO CASING BEAD

(2) 8" KNOCK OUT BLOCKS - REFER

TO STRUCTURAL DRAWINGS

DRAFT STOP

16" OVERHANG

WOOD TRUSS AT 24" O.C.

10" VINYL FASCIA

.024 ALUMINUM DRIP EDGE

ZIP SYSTEM® TAPE (INSTALLED

OVER ALL JOINTS IN ZIP SYSTEM®

WALL AND ROOF SHEATHING)

ASPHALT-FIBERGLASS

SHINGLES

LAP SHINGLES OVER TOP

OF PREFORMED METAL

ROOF VENT

SEAL PREFORMED METAL ROOF

VENT TO ZIP SYSTEM® SHEATHING

WITH ZIP SYSTEM® TAPE OR

ADHESIVE BACKED FLASHING

(MUST MEET AC148)

LAP BOTTOM COURSE OF

SHINGLES UNDER PREFORMED

METAL ROOF VENT

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

N A

, A

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

A103

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

1/4" = 1'-0"

ROOF PLAN N

PLAN

NORTH

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

1 1/2" = 1'-0"3 EAVE DETAIL 3/4" = 1'-0"4 VENT THROUGH ROOF

N S

C R

O N

T O

Y C

O M

FINISHED FLOOR

T/CMU

12' - 0"

RIDGE HT.

27' - 0"

A400

TOP OF CMU

12' - 0"

SILL HEIGHT

2' - 8"

135.00°

8" 7'

21 513

1' - 5 1/2" 8' - 7" 11' - 5" 11' - 4" 11' - 5" 8' - 7 1/2" 1' - 4"

5' - 8" 23' - 2 3/4"

FINISHED FLOOR

T/CMU

12' - 0"

RIDGE HT.

27' - 0"

A400

A401

TOP OF CMU

12' - 0"

SILL HEIGHT

2' - 8"

A400

135.00° 135.00°

2" 2'

A103

213 5

1' - 5 1/2"1' - 4" 16' - 0" 1' - 4" 13' - 0" 1' - 4" 11' - 8" 1' - 5 1/2" 5' - 1" 1' - 5 1/2" 12' - 8" 1' - 4" 23' - 4"1' - 4" 8' - 9 1/2"9' - 11 1/2"

ELEVATION KEY NOTES

30 YEAR FIBERGLASS SHINGLES

ON 15# FELT OVER 5/8" PLYWOOD

ON P.E. TRUSSES

FIXED GLAZED ALUMINUM WINDOW

WITH 7/16" MINIMUM LAMINATED

GLASS WITH APPLIED MULLIONS

5/8" PAINTED STUCCO OVER

8X8X16" REINFORCED MASONRY

CONSTRUCTION

SPLIT FACE BLOCK WAINSCOT;

RUNNING BOND (3 COURSES HIGH);

PROVIDE TWO COATS SHERWIN

WILLIAMS LOXON XP

WATERPROOFING PAINT AND

PRIMER

6" WIDE X 1/2" DEEP STUCCO TRIM

AROUND WINDOW

36" ROUND DECORATIVE VINYL

LOUVER - BY "STYLE-MARK"

.024 ALUMINUM DRIP EDGE

84" WIDE X 11 3/4" HIGH X 1/2" DEEP

STUCCO TRIM BAND; PAINTED WHITE

7/8" STUCCO ON SHEATHING OVER

FRAMED DUTCH GABLE END ROOF

24" PEDIMENT - (3) PIECES OF PVC TRIM

14"H X 1" DEEP HIGH STUCCO TRIM

BAND

BEAM WITH STUCCO FINISH

16" SQUARE CONCRETE COLUMN

WITH 5/8" STUCCO PAINTED

WHITE

6"D GUTTER ON 2X10FASCIA

BOARD

16" DIAMETER FIBERGLASS TUSCAN

PILASTER; 12' HIGH

16 16" WIDE X 1/2" DEEP STUCCO TRIM

AT CORNERS - TYPICAL

DOUBLE 3'X7' STOREFRONT DOORS

WITH IMPACT RESISTANT GLASS

AND TRANSOM; PRE-FINISHED

WHITE

HOLLOW METAL DOOR AND FRAME

WITH VISION PANEL

19 HOLLOW METAL DOOR AND FRAME

20 EXTERIOR WALL LIGHT

21 PRECAST CONCRETE SILL

22 SECURITY CAMERA

23 (2) LOGOS; +/- 30" IN

DIAMETER

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

Q . T

, A

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

A200

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

1/4" = 1'-0"1 WEST ELEVATION

1/4" = 1'-0"2 SOUTH ELEVATION

N S

C R

O N

D U

T O

Y C

O M

FINISHED FLOOR

A301

T/CMU

12' - 0"

RIDGE HT.

27' - 0"

TOP OF CMU

12' - 0"

SILL HEIGHT

2' - 8"

21 12

1' - 5 1/2" 29' - 4" 1' - 5 1/2" 5' - 1" 1' - 5 1/2" 14' - 0" 1' - 5 1/2"

FINISHED FLOOR

A300

T/CMU

12' - 0"

RIDGE HT.

27' - 0"

A400

TOP OF CMU

12' - 0"

SILL HEIGHT

2' - 8"

21 14

1' - 5 1/2" 1' - 4"15' - 7"1' - 4"15' - 0"1' - 4"14' - 10 1/2" 1' - 4"12' - 8"1' - 4"14' - 8" 1' - 5 1/2"19' - 2 1/2"

ELEVATION KEY NOTES

30 YEAR FIBERGLASS SHINGLES

ON 15# FELT OVER 5/8" PLYWOOD

ON P.E. TRUSSES

FIXED GLAZED ALUMINUM WINDOW

WITH 7/16" MINIMUM LAMINATED

GLASS WITH APPLIED MULLIONS

5/8" PAINTED STUCCO OVER

8X8X16" REINFORCED MASONRY

CONSTRUCTION

SPLIT FACE BLOCK WAINSCOT;

RUNNING BOND (3 COURSES HIGH);

PROVIDE TWO COATS SHERWIN

WILLIAMS LOXON XP

WATERPROOFING PAINT AND

PRIMER

6" WIDE X 1/2" DEEP STUCCO TRIM

AROUND WINDOW

36" ROUND DECORATIVE VINYL

LOUVER - BY "STYLE-MARK"

.024 ALUMINUM DRIP EDGE

84" WIDE X 11 3/4" HIGH X 1/2" DEEP

STUCCO TRIM BAND; PAINTED WHITE

7/8" STUCCO ON SHEATHING OVER

FRAMED DUTCH GABLE END ROOF

24" PEDIMENT - (3) PIECES OF PVC TRIM

14"H X 1" DEEP HIGH STUCCO TRIM

BAND

BEAM WITH STUCCO FINISH

16" SQUARE CONCRETE COLUMN

WITH 5/8" STUCCO PAINTED

WHITE

6"D GUTTER ON 2X10FASCIA

BOARD

16" DIAMETER FIBERGLASS TUSCAN

PILASTER; 12' HIGH

16 16" WIDE X 1/2" DEEP STUCCO TRIM

AT CORNERS - TYPICAL

DOUBLE 3'X7' STOREFRONT DOORS

WITH IMPACT RESISTANT GLASS

AND TRANSOM; PRE-FINISHED

WHITE

HOLLOW METAL DOOR AND FRAME

WITH VISION PANEL

19 HOLLOW METAL DOOR AND FRAME

20 EXTERIOR WALL LIGHT

21 PRECAST CONCRETE SILL

22 SECURITY CAMERA

23 (2) LOGOS; +/- 30" IN

DIAMETER

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

Q . T

, A

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

A201

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

1/4" = 1'-0"1 EAST ELEVATION

1/4" = 1'-0"2 NORTH ELEVATION

N S

C R

O N

T O

Y C

O M

A300

T/CMU

12' - 0"

T/MEZZANINE

20' - 6"

RIDGE HT.

27' - 0"

RECORDS /

RECEPTION

CONFERENCE /

TRAINING ROOM

CORRIDOR

INTERVIEW 1

INTERVIEW 2

CID INVESTIGATORS

ELECTRICAL ROOM

MECHANICAL

PLATFORM FLOOR

10 10

13 13

FINISH FLOOR

A103

A400

B/O CEILING

12' - 0"

15 15 15 15

0" 10

BUILDING SECTION KEY NOTES

30 YEAR FIBERGLASS SHINGLES ON 15# FELT OVER 5/8" PLYWOOD ON PRE-ENGINEERED WOOD

TRUSSES

OPEN CELL SPRAY FOAM INSULATION - R=20 ALONG TOP CHORD OF TRUSS

3 5/8", 20 GA. METAL FRAMING @ 16" O.C. WITH 5/8" DRYWALL PAINTED

SOLID CORE WOOD DOORS TYPICAL THROUGH OUT INTERIOR

REINFORCED CONCRETE FOUNDATION; REFER TO STRUCTURAL DRAWINGS

ACOUSTICAL PANELS OVER 5/8" FURRING STRIPS

5/8" DRYWALL MOISTURE BARRIER ALONG BOTTOM CHORD OF TRUSS THROUGHOUT

BUILDING EXCEPT AT MEZZANINE AREA

5/8" DRYWALL OVER 1 1/2' Z FURRING W/ 1 1/2" THERMAX RIGID INSULATION AT EXTERIOR

WALL LOCATIONS

8x8x16" SPLIT FACE BLOCK WAINSCOT

6"x6" ALUMINUM GUTTER (SLOPED 1/16" PER FOOT) OVER (2) 2x6 PRESSURE TREATED

WOOD FASCIA

NON-PERFORATED ALUMINUM SOFFIT8

4" THICK CONCRETE SLAB PER STRUCTURAL OVER 10 MIL VAPOR BARRIER ON SUB-GRADE

ON TERMITE TREATED COMPACTED FILL

ROOF CONSTRUCTION:

EXTERIOR WALL CONSTRUCTION:

8x8x16" REINFORCED MASONRY CONSTRUCTION WITH 5/8" STUCCO ON EXTERIOR.4

FLOOR CONSTRUCTION:

INTERIOR CONSTRUCTION:

13 2'x2' ACOUSTICAL CEILING GRID WITH 15/16" METAL T-BAR SUSPENSION GRID

36" ROUND DECORATIVE VINYL

LOUVER - BY "STYLE-MARK"

THICKNESS OF THE DECK TO BE VERIFIED BY PRE ENGINEERED TRUSS SUPPLIER16

PULL DOWN STAIR - PROVIDE 2 1/4" WIDE WOOD TRIM AROUND PERIMETER OF OPENING17

SURFACE MOUNTED LIGHT FIXTURE - REFER TO ELECTRICAL DRAWINGS18

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

Q . T

, A

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

A301

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

1/4" = 1'-0"1 BUILDING SECTION LOOKING NORTH

N S

C R

O N

T O

Y C

O M

D U

FINISH FLOOR

6" / 1 '-0"

SILL HEIGHT

2' - 8"

A501

A103

9' - 4"

WINDOW HEAD

FINISH FLOOR

B/O CEILING

12' - 0"

SILL HEIGHT

2' - 8"

A400

2X6

2X4

FINISH FLOOR

B/O CEILING

12' - 0"

A400

SILL HEIGHT

2' - 8"

A501

2X6

2X4

9' - 4"

WALL SECTION KEY NOTES

30 YEAR FIBERGLASS SHINGLES ON 15# FELT OVER 5/8" PLYWOOD ON P.E. WOOD TRUSSES

OPEN CELL SPRAY FOAM INSULATION - R=20 ALONG TOP CHORD OF TRUSS

5/8" GYPSUM DRYWALL ATTACHED TO BOTTOM CHORD OF WOOD TRUSSES

FIXED GLAZED ALUMINUM WINDOW WITH 9/16" LAMINATED GLASS WITH APPLIED

MULLIOUNS - EQUAL TO PGT WINGUARD SERIES

16" FIBERGLASS TUSCAN PILASTER; 12' HIGH

SOLID CORE WOOD DOORS TYPICAL THROUGHOUT INTERIOR

REINFORCED CONCRETE FOUNDATION; REFER TO STRUCTURAL DRAWINGS

ACOUSTICAL CEILING GRID WITH 15/16" METAL T-BAR SUSPENSION GRID

8"x8"x16" REINFORCED MASONRY CONSTRUCTION WITH 5/8" STUCCO AT EXTERIOR AND

DRYWALL OVER 1 1/2" FURRING AT INTERIOR WITH 1 1/2" RIGID INSULATION

SPLIT FACE BLOCK WAINSCOT; PROVIDE TWO COATS SHERWIN WILLIAMS LOXON XP

WATERPROOFING PAINT AND PRIMER PER MANUFACTURER'S SPECIFICATIONS

6"x6" ALUMINUM GUTTER (SLOPED 1/16" PER FOOT) OVER 2"x12" P.T. WOOD

FASCIA WITH DOWNSPOUTS3

NON-PERFORATED ALUMINUM SOFFIT4

7/8" (3 COAT) SMOOTH STUCCO FINISH OVER DENSGLAS GOLD SHEATHING12

4" THICK CONCRETE SLAB PER STRUCTURAL OVER 10 MIL VAPOR BARRIER ON SUB-GRADE

ON TERMITE TREATED COMPACTED FILL

14" HIGH STUCCO TRIM BAND13

8" WIDE X 1/2" DEEP STUCCO BAND

ROOF CONSTRUCTION:

7/8" STUCCO ON METAL LATH ON 5/8" GYPSUM BOARD ATTACHED TO THE

BOTTOM CHORD OF WOOD TRUSSES

EXTERIOR WALL CONSTRUCTION:

FLOOR CONSTRUCTION:

INTERIOR CONSTRUCTION:

16" SQUARE CONCRETE COLUMN WITH 5/8" STUCCO PAINTED WHITE14

P.T. 2"x8" WOOD FASCIA16

ALUMINUM STOREFRONT DOORS AND TRANSOM WITH IMPACT RESISTANT GLAZING15

P.T. 2"x6" WOOD FASCIA17

1 1/4" PVC MOULDING (AZEK OR EQUAL) ON 5/8" EXTERIOR SHEATHING18

2X WOOD FRAMING19

R-19 BATT INSULATION20

HOLLOW METAL DOOR AND FRAME25

14' - 0"

12' - 0"

1/ 2"

2x6

2x4

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

Q . T

, A

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

A400

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

3/4" = 1'-0"1 WALL SECTION - A

3/4" = 1'-0"2 WALL SECTION - B

3/4" = 1'-0"3 WALL SECTION - C

1 1/2" = 1'-0"4 SECTION DETAIL

2 R

N S

C R

O N

T O

Y C

O M

B/O CEILING

12' - 0"

6" / 1'-0"

SILL HEIGHT

2' - 8"

5 10' - 8"

5/8" GYPSUM

INSULATION STOP

PITCH

CORRIDOR

FINISH FLOOR

B/O CEILING

12' - 0"

SILL HEIGHT

2' - 8"

5/8" GYPSUM

INSULATION STOP

6" / 1'-0"

PITCH

LOBBY

9' - 4"

HEAD HEIGHT

THICKENED EDGE AT ENTRANCE

WALL SECTION KEY NOTES

30 YEAR FIBERGLASS SHINGLES ON 15# FELT OVER 5/8" PLYWOOD ON P.E. WOOD TRUSSES

OPEN CELL SPRAY FOAM INSULATION - R=20 ALONG TOP CHORD OF TRUSS

5/8" GYPSUM DRYWALL ATTACHED TO BOTTOM CHORD OF WOOD TRUSSES

FIXED GLAZED ALUMINUM WINDOW WITH 9/16" LAMINATED GLASS WITH APPLIED

MULLIOUNS - EQUAL TO PGT WINGUARD SERIES

16" FIBERGLASS TUSCAN PILASTER; 12' HIGH

SOLID CORE WOOD DOORS TYPICAL THROUGHOUT INTERIOR

REINFORCED CONCRETE FOUNDATION; REFER TO STRUCTURAL DRAWINGS

ACOUSTICAL CEILING GRID WITH 15/16" METAL T-BAR SUSPENSION GRID

8"x8"x16" REINFORCED MASONRY CONSTRUCTION WITH 5/8" STUCCO AT EXTERIOR AND

DRYWALL OVER 1 1/2" FURRING AT INTERIOR WITH 1 1/2" RIGID INSULATION

SPLIT FACE BLOCK WAINSCOT; PROVIDE TWO COATS SHERWIN WILLIAMS LOXON XP

WATERPROOFING PAINT AND PRIMER PER MANUFACTURER'S SPECIFICATIONS

6"x6" ALUMINUM GUTTER (SLOPED 1/16" PER FOOT) OVER 2"x12" P.T. WOOD

FASCIA WITH DOWNSPOUTS3

NON-PERFORATED ALUMINUM SOFFIT4

7/8" (3 COAT) SMOOTH STUCCO FINISH OVER DENSGLAS GOLD SHEATHING12

4" THICK CONCRETE SLAB PER STRUCTURAL OVER 10 MIL VAPOR BARRIER ON SUB-GRADE

ON TERMITE TREATED COMPACTED FILL

14" HIGH STUCCO TRIM BAND13

8" WIDE X 1/2" DEEP STUCCO BAND

ROOF CONSTRUCTION:

7/8" STUCCO ON METAL LATH ON 5/8" GYPSUM BOARD ATTACHED TO THE

BOTTOM CHORD OF WOOD TRUSSES

EXTERIOR WALL CONSTRUCTION:

FLOOR CONSTRUCTION:

INTERIOR CONSTRUCTION:

16" SQUARE CONCRETE COLUMN WITH 5/8" STUCCO PAINTED WHITE14

P.T. 2"x8" WOOD FASCIA16

ALUMINUM STOREFRONT DOORS AND TRANSOM WITH IMPACT RESISTANT GLAZING15

P.T. 2"x6" WOOD FASCIA17

1 1/4" PVC MOULDING (AZEK OR EQUAL) ON 5/8" EXTERIOR SHEATHING18

2X WOOD FRAMING19

R-19 BATT INSULATION20

HOLLOW METAL DOOR AND FRAME25

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

Q . T

, A

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

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.rv t

A401

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

3/4" = 1'-0"1 WALL SECTION - D

3/4" = 1'-0"2 WALL SECTION - E

2 2

N S

C R

O N

T O

Y C

O M

D U

B/O CEILING

12' - 0"

(2) LAYERS OF 5/8"

GYPSUM BOARD TYPE "X"

8" CMU BLOCK WALL

HOLDING AREA

115B

115C115A

INTERIOR LIGHTING -

REFER TO ELECTRICAL

DRAWINGS

UPLIFT CONTROL

MECHANISM

1 1/2" METAL STUD MAIN

RUNNER AT 24" O.C.

ATTACH 1 1/2" METAL

CHANNEL RUNNER TO

UNDERSIDE OF GYPSUM

BOARD

ROOF TRUSS AT 24" O.C.

A402

EXTERIOR 8" CMU WALL

UPLIFT CONTROL MECHANISM

- REFER TO DETAIL 2/A402

AND 3/A402 - UPLIFT

CONTROL IS REQUIRED

AROUND PERIMETER OF

SECURE CEILING SPACED AT

24" O.C.

INTERIOR LIGHTING -

REFER TO ELECTRICAL

DRAWINGS

8 GAUGE GALVANIZED

WIRE HANGERS

3/4" METAL CROSS

RUNNER AT 12" O.C.

1" PLASTER OVER

SECURA LATH

B/O CEILING

12' - 0"

1/ 2"

A402

WIRE TIE 3/4"

CROSS

RUNNERS WITH

16 GA. WIRE

1 1/2" MAIN

RUNNER @ 24"

O.C.

3/4" CROSS

RUNNER AT

12" O.C.

1 HOUR FIRE

PROTECTION - (2)

LAYERS OF TYPE "X"

GYPSUM WALL BOARD

5/8" GYPSUM BOARD

OVER 7/8" FURRNING

WOOD ROOF

TRUSS

8 GA. HANGER

WIRE

FIRE CAULK

PERMETER OF WALL

1 1/2" X 1" 30 GA.

SOFT GALVANIZED

ANGLE

CASING BEAD

1" PLASTER OVER

AMICO SECURA LATH

ALLOW FOR A

MINIMUM OF 1 1/2"

CLEARANCE FOR

UPLIFT EXPANSION

16 GA. TIE WIRE

8 GA. HANGER WIRE

(2) COLD ROLLED

CHANNELS

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

N A

, A

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

A402

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

3/4" = 1'-0"1 SECTION AT HOLDING CELLS

1 1/2" = 1'-0"2 SECTION AT WALL TERMINATION

12" = 1'-0"3 UPLIFT CONTROL MECH. SECTION

N S

C R

O N

T O

Y C

O M

125A

A602 A602

A602

A6028

A8001

3' - 0"

8" 6'

9' - 2"

A800

1' - 3" 1' - 5"

3' - 2" 1' - 0" 3' - 2"

4" 3'

11' - 1 1/2" 3' - 0" 2' - 2 1/2" 4' - 0"

126A

12' - 2" 3' - 0" 8' - 11"

7' - 4"

1' - 5" 1' - 3"

2 2

WOMEN'S

RESTROOM

MEN'S RESTROOM

0" 3'

9" 3'

2" 5'

1/ 4"

3' - 2" 1' - 0" 3' - 2"

5" 1' - 0" 2' - 0"

0" 3'

5" 1' - 0" 2' - 0"

5' - 2 3/4" 2' - 1 1/4"

6" 1'

1' - 6" 1' - 6"

3' - 0"

RESTROOM ACCESSORIES AND NOTES

18" X 30" MIRROR W/ SAFETY EDGE

OR CHROME CHANNEL EQUIV. TO

BOBRICK #B-293-1830

LIQUID SOAP DISPENSER EQUIV.

TO BOBRICK #B-4112

INSULATE HOT, COLD AND DRAIN

PIPE W/ "TRAP WRAP" KIT #C500R

(OR EQUAL);RUN LINE FROM

EXISTING ROUGH-IN.

ALL WALL-HUNG LAVS SHALL

UTILIZE MFR'S WALL CARRIAGES

RECESSED PAPER TOWEL DISPENSER

EQUIV. TO BOBRICK #B-3944-52

FOR 600 C-FOLD TOWELS

TOILET PAPER DISPENSER EQUIV.

TO BOBRICK B-69997

1-1/2" DIA. GRAB BAR EQUIV. TO

BOBRICK #B-6806 x 36

1-1/2" DIA. GRAB BAR EQUIV. TO

BOBRICK #B-6806 x 42

12x18 DOUBLE TIER PLASTIC

STORAGE LOCKERS; (N.I.C.)

SOLID PHENOLIC PARTITION; FLOOR

SUPPORTED WITH HEADRAIL

ADA COMPLIANT SHOWER WITH SHOWER

CURTAIN, ROD, FOLDING SHOWER SEAT, GRAB

BARS EQUIVALENT TO BOBRICK B6861.99 AND

SOAP DISH EQUAL TO BOBRICK B-4380; REFER TO

PLUMBING SCHEDULE FOR ADA SHOWER NOZZLE;

INSTALL BARRIER FREE "TILE REDI" SHOWER PAN

MODEL 3838CBF-PVC OR EQUAL

REFER TO PLUMBING SCHEDULE FOR

URINAL SPECIFICATION

HI/LO ADA COMPLIANT

DRINKING FOUNTAINS13

NOTES:

ALL SEMI-RECESSED FIXTURES AND GRAB BARS SHALL

BE REINFORCED WITH CONCEALED SOLID BLOCKING.

REFER TO G400 FOR ADA MOUNTING HEIGHTS FOR

FIXTURES AND ACCESSORIES

1/4" PLATE GLASS MIRROR OVER VANITY; 5'

MEN'S & 7' WOMEN'S

1.25 THK; SOLID SURFACE COUNTER TOP.

SOAPSTONE OR EQUAL; 6' MEN'S & 8' WOMEN'S

PROVIDE SHOWER CONTROLS 15" MAX FROM

EDGE OF SHOWER BETWEEN 38" AND 48" H

A603

CELL 2

115B

CELL 3

115C

CELL 1

115A

HOLDING AREA

4 4

6' - 0" 6" 6' - 4" 6" 6' - 0"

4" 6"

0" 6"

A402

115A 115B

115C

8' - 0" 3' - 4" 3' - 4"

4" 3' - 0" 2' - 8" 6"

6' - 4" 6"

2' - 4" 3' - 4" 4"

HOLDING AREA KEY NOTES

8" REIFORCED CMU WALL; PAINTED. REFER TO FINISH SCHEDULE

TRUSSBILT HOLLOW METAL DOOR AND FRAME ASSEMBLY - MEETS ASTM F 2322 AND

ASTM F 1450

NOT USED

ACORN PENAL-WARE 1440 SERIES SUICIDE RESISTANT 18" LAVATORY / TOILET

COMBONATION FIXTURE

NOT USED

TRUSSBILT HOLLOW METAL DOOR AND FRAME ASSEMBLY - MEETS ASTM F 2322 AND

ASTM F 1450 WITH SINGLE LIGHT VISION SYSTEM MEETING ASTM F 1592

HIGH SECURITY MESH SLIDING PARTITION; 12 GAUGE, HOT DIPPED GALVANIZED

FINISH

6" REIFORCED CMU WALL; PAINTED. REFER TO FINISH SCHEDULE

9 13 GA. STAINLESS STEEL TABLE, BOLTED TO FLOOR (N.I.C.)

10 PLUMBING CHASE

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

Q . T

, A

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

A601

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

1/2" = 1'-0"1 ENLARGED BATHROOM PLAN

1/2" = 1'-0"2 ENLARGED CELL PLAN

N S

C R

O N

T O

Y C

O M

12"x24" WALL TILE

9 1/2"

MAX

1' - 3"

M A

12"x24" WALL TILE

1' - 5"

1' - 3"

12"x24" WALL TILE

A800

12"x24" WALL TILE

RESTROOM ACCESSORIES AND NOTES

18" X 30" MIRROR W/ SAFETY EDGE

OR CHROME CHANNEL EQUIV. TO

BOBRICK #B-293-1830

LIQUID SOAP DISPENSER EQUIV.

TO BOBRICK #B-4112

INSULATE HOT, COLD AND DRAIN

PIPE W/ "TRAP WRAP" KIT #C500R

(OR EQUAL);RUN LINE FROM

EXISTING ROUGH-IN.

ALL WALL-HUNG LAVS SHALL

UTILIZE MFR'S WALL CARRIAGES

RECESSED PAPER TOWEL DISPENSER

EQUIV. TO BOBRICK #B-3944-52

FOR 600 C-FOLD TOWELS

TOILET PAPER DISPENSER EQUIV.

TO BOBRICK B-69997

1-1/2" DIA. GRAB BAR EQUIV. TO

BOBRICK #B-6806 x 36

1-1/2" DIA. GRAB BAR EQUIV. TO

BOBRICK #B-6806 x 42

12x18 DOUBLE TIER PLASTIC

STORAGE LOCKERS; (N.I.C.)

SOLID PHENOLIC PARTITION; FLOOR

SUPPORTED WITH HEADRAIL

ADA COMPLIANT SHOWER WITH SHOWER

CURTAIN, ROD, FOLDING SHOWER SEAT, GRAB

BARS EQUIVALENT TO BOBRICK B6861.99 AND

SOAP DISH EQUAL TO BOBRICK B-4380; REFER TO

PLUMBING SCHEDULE FOR ADA SHOWER NOZZLE;

INSTALL BARRIER FREE "TILE REDI" SHOWER PAN

MODEL 3838CBF-PVC OR EQUAL

REFER TO PLUMBING SCHEDULE FOR

URINAL SPECIFICATION

HI/LO ADA COMPLIANT

DRINKING FOUNTAINS13

NOTES:

ALL SEMI-RECESSED FIXTURES AND GRAB BARS SHALL

BE REINFORCED WITH CONCEALED SOLID BLOCKING.

REFER TO G400 FOR ADA MOUNTING HEIGHTS FOR

FIXTURES AND ACCESSORIES

1/4" PLATE GLASS MIRROR OVER VANITY; 5'

MEN'S & 7' WOMEN'S

1.25 THK; SOLID SURFACE COUNTER TOP.

SOAPSTONE OR EQUAL; 6' MEN'S & 8' WOMEN'S

PROVIDE SHOWER CONTROLS 15" MAX FROM

EDGE OF SHOWER BETWEEN 38" AND 48" H

12"x24" WALL TILE

126A

12"x24" WALL TILE

125A

9 1/2"

MAX

1' - 3"

12"x24" WALL TILE

A800

12"x24" WALL TILE

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

Q . T

, A

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

A602

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

1/2" = 1'-0"9 MEN'S ADA - J

1/2" = 1'-0"2 WOMEN'S ADA - B

1/2" = 1'-0"8 MEN'S ADA - H

1/2" = 1'-0"1 WOMEN'S ADA - A

1/2" = 1'-0"7 MEN'S ADA - G

1/2" = 1'-0"13 MEN'S RESTROOM - K

1/2" = 1'-0"5 WOMENS RESTROOM - E

1/2" = 1'-0"6 WOMEN'S RESTROOM - F

1/2" = 1'-0"3 WOMEN'S ADA - C

1/2" = 1'-0"4 WOMEN'S ADA - D

1/2" = 1'-0"10 MEN'S ADA - K

1/2" = 1'-0"11 MEN'S RESTROOM - L

1/2" = 1'-0"12 MEN'S RESTROOM -M

N S

C R

O N

T O

Y C

O M

P.T. SHIM AS REQUIRED TYPICAL

S.S SCREWS FILL & CONCEAL TYPICAL

BACKER ROD & SEALANT TYPICAL

L.G.S. LIGHT GAUGE STEEL

BLOCKING TYPICAL

PILASTER SHAFT

MATERIAL =

POLYESTER REINFORCED

FIBERGLASS

INSTALL TUSCAN CAP AND BASE PER

MANUFACTURERS INSTALLATION

INSTRUCTIONS AND SHOP DRAWINGS

3/ 8"

R 9"

REINFORCED MASONRY WALL W/

5/8" STUCCO @ EXTERIOR;

CONTINUOUS BEHIND PILASTER

1 1/2" RIGID INSULATION WITH

GALVANIZED "Z" FURRING

5/8" GYPSUM AT

INTERIOR

NOTE:

CAULK WHERE

STUCCO AND

COLUMN MEET -

BOTH SIDES

P.T. SHIM AS REQUIRED

TYPICAL

S.S SCREWS FILL & CONCEAL

TYPICAL

BACKER ROD & SEALANT

TYPICAL

L.G.S. LIGHT GAUGE

STEEL BLOCKING TYPICAL

PILASTER SHAFT

MATERIAL =

POLYESTER REINFORCED

FIBERGLASS

3/ 8"

R 9"

REINFORCED MASONRY WALL

W/ 5/8" STUCCO @ EXTERIOR;

CONTINUOUS BEHIND

PILASTER

1 1/2" RIGID INSULATION WITH

GALVANIZED "Z" FURRING

5/8" GYPSUM AT INTERIOR

INSTALL TUSCAN CAP AND BASE PER

MANUFACTURERS INSTALLATION

INSTRUCTIONS AND SHOP DRAWINGS

NOTE:

CAULK WHERE STUCCO AND

COLUMN MEET - BOTH SIDES

TOP STEP

LOCATED AT

ONE INCH

BELOW BOTTOM

OF FRAME

EYE

POLE OPERATED

12 10

63°

FLOOR

LADDER LEGEND

1. STEEL PIANO DOOR HINGE

2. DOUBLE SPRING ACTION

3. SIDE RUNNER 5" ALUM.

4. BATTEN 1/8" ALUM.

5. DOOR PANEL 1/8" ALUM.

6. STEEL BOX FRAME 12. BOTTOM SECTION

11. MIDDLE SECTION

10. ADJUSTABLE FOOT

9. EXTRA HEAVY OPERATING ARM

8. HANDRAIL RIGHT SIDE ONLY

7. TREAD (SERRATED ALUM.)

NOTES

O R

F A

O N

B O

EXACT

FLOOR

FLOOR TO

HEIGHT

IF FLOOR ABOVE IS MORE THAN 12" ABOVE CEILING LINE,

63 DEGREE ANGLE FRAME IS RECOMMENDED.

DIMENSIONS ON THIS DRAWING PERTAIN ONLY TO CEILING

HEIGHTS BETWEEN 9'-10" AND 12'-0" WITH LESS

CEILING

HEIGHT

11'-0" to 12'-0"

(CLEARANCE)

26"

OPERATED

TEE-POLE

'-0

A X.

OPTIONS

LOCK ON DOOR PANEL

LOAD RATING - 500 LBS.

13. FOLD-ASSIST

THAN A 12" FRAME.

SHIPS COMPLETELY ASSEMBLED AS ONE UNIT.

MANUFACTURER RECOMMENDS THAT 2 PEOPLE OPEN/CLOSE

UNITS INSTALLED IN CEILINGS 11' AND OVER.

PRIME PAINT DOOR PANEL (WHITE)

STANDARD BOX FRAME

ALL AROUND

TOP & BOTTOM

ONE INCH FLANGE

5-3/16"

1,000 LBS.

INDIVIDUAL TREAD TEST

30" x 64" REQUIRED

ROUGH OPENING IN CEILING

FABRICATED FROM 1/8" STEEL

THIS DRAWING ACCOMIDATES FRAME DEPTHS

FROM 6" TO 11".

MOUNTING BRACKETS

SUPER SIMPLEX DISAPPEARING STAIRWAY WITH STANDARD BOX FRAME

1/2"

63° 1-1/4"

1/2"

63-1/4"

29-1/2"

2' - 0"

1' - 8"

1' - 10"

2" R

H G

EXACT

CEILING

FINISHED

HEIGHT

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n by

D es ig ne d by

Ap pr ov ed b y:

C he ck ed b y:

Sc al e:

Jo b

N o.

D at e:

Fi le

Sheet No.

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico Connecticut Maryland Texas

A Full Service A & E Firm

Q . T

, A

CONFORMED DOCUMENTS

C :\U se rs

\g cl ea ve ng er

\D oc um en ts \D eb ar y Pu bl ic

S er vi ce

C om pl ex

_g cl ea ve ng er

.rv t

A701

U B

F E

E X

. U .S

H W

Au th or

Ch ec ke r

De sig ne r

Ap pr ov er

1 1/2" = 1'-0"1 1/2 ROUND PILASTER DETAIL

1 1/2" = 1'-0"2 3/4 ROUND PILASTER DETAIL

1" = 1'-0"3 PULL DOWN STAIR -1

N S

C R

O N

T O

Y C

O M

2 2

A= 5.00 FT.

-56.291005

-61.17505

-67.62205

5 10 -72.50

-58.73104 54.14

4 20 51.70 -56.29

4 50 48.48 -53.07

4 100 46.04 -50.63

3 20

3 50

3 100

-86.26102

2 20 -79.36

2 50 -70.23

2 100 -63.32

-44.9722.021001

-46.3524.79501

-48.1728.44201

ZONE

31.201 10 -49.55

EFFECTIVE

(FT)

AREA

HIP ROOF

COMPONENT AND CLADDING

ASCE 7-10

PRESSURES

(psf)

DESIGN WIND

-127.56

-119.27

-108.32

-100.03

MAIN BLDG.

22.02

24.79

28.44

31.20

22.02

24.79

28.44

31.20

54.14

51.70

48.48

46.04

CATEGORY IV

V = MPH ULTIMATE142

GENERAL

15 PSFCMU:

LATERAL LOADS (WIND):

DEAD LOAD:

DESIGN LOADS

THIS STRUCTURE HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE 2010

FLORIDA BUILDING CODE (FBC 10), AND ASCE 7-10, "MINIMUM DESIGN LOADS FOR

BUILDINGS AND OTHER STRUCTURES."

THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN

ON THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT

TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE STARTING

CONSTRUCTION.

BUILDING CLASSIFICATION:

DESIGN WIND SPEED:

EXPOSURE:

SHALLOW FOUNDATIONS

1. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON PROPERLY COMPACTED FILL

HAVING AN ALLOWABLE BEARING CAPACITY OF 2000 PSF OR GREATER.

COMPACTION:

THE EXISTING SOIL AND ALL ADDED FILL BENEATH ALL FOUNDATIONS AND

FLOOR SLAB AREAS SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR

TEST IN ACCORDANCE WITH ASTM D-1557 IN COMPACTED LIFTS AS NOTED.

PRIOR TO BACK-FILLING WITH STRUCTURAL FILL, THE EXISTING LAYER OF SOIL

WITHIN THE BUILDING FOOTPRINT , ALONG WITH 2 FEET OUTSIDE ALL SIDES OF

THE BUILDING FOOTPRINT MUST BE PROOF-ROLLED/COMPACTED BY USING A

10-TON ROLLER WITH A MINIMUM OF 40 PASSES.

REPLACE REMOVED SOIL UP TO EXISTING GRADE AND BEYOND (TO CLIENTS

DESIRED FILL-HEIGHT) USING EXCAVATED MATERIALS SUCH AS SAND BACK-FILL

IN 10" LIFTS MAX. AND COMPACT EACH LIFT USING A 10-TON ROLLER AND

COMPACT AT A MINIMUM OF 40 PASSES.

THE FINAL 2 FEET LAYER OF SOIL SHOULD BE CRUSHER-RUN, PLACED IN 12"

LIFTS AND COMPACT EACH LIFT WITH A 10-TON ROLLER AT A MINIMUM OF 40

PASSES.

THE CONTRACTOR SHALL OBSERVE WATER CONDITIONS AT THE SITE AND

TAKE THE NECESSARY PRECAUTIONS TO INSURE THAT THE FOUNDATION

EXCAVATIONS REMAIN DRY DURING CONSTRUCTION. PROVIDE FOR

DEWATERING AS NECESSARY.

V = MPH NOMINAL110

150 PCFCONCRETE:

250 LBSAHU 4:

WATER HEATER:

20 PSFROOF:

LIVE LOAD:

50 PSFFLOOR:

40 PSFATTIC STORAGE MECH ROOM:

100 PSFLOBBY AND CORRIDORS:

700 LBS

225 LBSAHU 1,2,3:

D r a w n b y

D e s i g n e d b y

A p p r o v e d b y

C h e c k e d b y

S c a l e

J o b

N o

D a t e

F i l e

Sheet No.

C E

R T

I F

I C

A T

I O

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

J M

X X

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Traffic /

Transportation

Offices in:

Florida

Puerto Rico

Connecticut

Maryland

Texas

A Full Service A & E Firm

J O

S E

I G

U E

R T

I Z

C E

500 West Fulton St.

Sanford, Fl. 32771

Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000298

CPH, Inc.

H O

W N

C U s e r s g c l e a v e n g e r D o c u m e n t s D e b a r y

P u b l i c

S e r v i c e

C o m p l e x C

E N

T R

A L g c l e a v e n g e r r v t

R E

V I S

I O

N S

A T

E D

E S

C R

I P

T I O

N B

E S

P O

N S

I T

O M

M E

FOUNDATION PLAN

PLAN NOTES:

WFX.0,…

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